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HomeMy WebLinkAboutPermit D19-0324 - CONTINENTAL MILLS - LOADING DOCK LEVELERS WITH VEHICLE RESTRAINTSCONTINENTAL MILLS 6155 SEGALE PARK C DR D19-0324 Parcel No: Address: 0 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: D19-0324 6155 SEGALE PARK C DR Project Name: CONTINENTAL MILLS Issue Date: 10/14/2019 Permit Expires On: 4/11/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA, WA, 98138 JAMES FITCH 1100 SW 7TH , RENTON, WA, 98057 NORTH WEST HANDLING SYS INC 1100 SW 7TH ST, RENTON, WA, 98055 NORTHWH275JF Lender: Name: CONTINENTAL MILLS Address: 6155 SEGALE PARK C DR , TUKWILA, WA, 98188 Phone: (425) 766-0228 Phone: (206) 255-0500 Expiration Date: 10/9/2021 DESCRIPTION OF WORK: INSTALL 2 NEW LOADING DOCK LEVELERS WITH VEHICLE RESTRAINTS, INCLUDING NEW PITS AND CONCRETE WORK Project Valuation: $43,853.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,617.41 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: 2017 2017 2017 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 Permit Center Authorized Signature Number: 0 tiAlt 49 Date: Oiltfl 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 e:. lating construction or the performance of work. I am authorized to sign and obtain this development perm agree to the conditions attached to this permit. Signature: Print Name: f Date: 1 (1 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: 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, 6: 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. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception, 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 bedetermined bythe buil6nDinspector based onsatisfactory completion ofthis requirement. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City nfTukwila Building Department (ZUG43l'3G7O). lZ: 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 beremoved from place ofdepos�itbefore concrete ix placed unless atemieis tobeused orunless otherwise permitted bythe building official. All debris and ice shall beremoved from spaces tobeoccupied byconcrete. 14: VALIDITY OFPERMIT: 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 otherordinances of the City of Tukwila, Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances nfthe City ufTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZO6/431'367U). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2V6)43O'g35O 1700 8U|LD|NGF|NAL~* 0301 CONCRETE SLAB 0201 FOOTING 4037 8'[AST'|N'PU\[E 4046 5|'[PDXY/EXPCONC 4028 S|'RgmFSTEEL-VV[LD 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** Site Address: King Co Assessor's Tax No.: 3 ot ()tt rt4 Tenant Name: 4.0-6 ft/L. e A LIS t PROPERTY OWNER Name: c- ...)q-5 r-% ( .2.- r 4-k v•-.S. Address. • sgit sq_yette. cork IS r c City:__- s, .3 a q State: lyi 1:8, CONTACT PERSON - person receiving all project communication Name: Fi + del (44-4 t4 3 ) Address: City: State: Zip: Phone:(41.. ".. 7cocc, Emailj: tk• fe) /I tA.3 k 3' GENERAL -CONTRACTOR INFORMATION Company Name:1\)0031- ffitAjii:A5 Address:/1 -to- City: A 4 4._..A State: 0,14 Zip:var 7 PhonEizs, 2.54.... 0.. Fax: Contr Reg No.: xp Date: HQ etrii tAill L74- - /13 (7 t( el Tukwila Business License No.:13 Q3 ,,.....ici, 3 ,.i 7 Suite Number: New Tenant: Floor: Yes ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: E OMER Of RECO Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for piiilets$5,000'or , greater per RCW 19.27.095) Name: ,51ii F Fv,..rct Je. 01 Ad ess: City: State: Zip: HAApplicalions1Forms-Appl teat ions On Line 201 I ApplicationsWennit Application Revised - 8-9-11.docz Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT, INFORMATION.- 206-43173670 Valuation of Project (contractor's bid price): $ � S 5 3 Describe the scope of work (please provide detailed information): "sh 11 042c#,4 L4144 s.) G. A ckc tjameA r s ;re. O.%) ,d % Pt { $ /,c mA,..r et e. 4r.3 a r tie . Will there be new rack storage? U Yes Existing Building Valuation: $ w i E t-• v -t,t -t e R.St-S 4 f o. +i No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below iterior Reniodel. Addition'to .. Existing Structure New; Type of Construction per Type of Occupancy per ;IBC la' Floor. 2ndFloor 3`d Floor Floors' Basement Accessor 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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 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). 1 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 AUTHORIZED AGENT: Signature: Date: / 41/3 2— Print Name: Mailing Address: it-'irt--) 14 IN 6+ • Day Telephone: L.42,- .7 Lou, .-1-24 City State Zip HAApplicationfforms-Applications On Line \201 I ApplicationsWermit Application Revised 8-9-1 I.docx Revised: August 2011 bb Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $1,617.41 D19-0324 Address: 6155 SEGALE PARK C DR Apn: 3523049115 $1,617.41 Credit Card Fee $47.11 Credit Card Fee R000.369.908.00.00 0.00 $47.11 DEVELOPMENT $1,524.85 PERMIT FEE R000.322.100.00.00 0.00 $909.00 PLAN CHECK FEE R000.345.830.00.00 0.00 $590.85 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $45.45 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18767 R000.322.900.04.00 0.00 $45.45 $1,617.41 Date Paid: Monday, October 07, 2019 Paid By: JAMES FITCH Pay Method: CREDIT CARD 09908D Printed: Monday, October 07, 2019 2:54 PM 1 of 1 Y TEMS 0 CO TUKWILu ETRAKIT 6200 S0UTHCENTER gLVD TUKWILA' WA 98188 206-433-1870 CITY OF TUxWzLA Date: 18/07/2019 02:53:30 PM CREDIT CARD SALE VISA CARD NUMBER: TRAN AMOUNT: $1^617.41 APPROVAL [o: 09988D RECORD #: 090 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project; Type of Inspection: ' Address: c '/ 5- j /( Date Called:. Special Instructions: =�'�' Date Wanted: / - : 7-+a a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required pri COMMENTS o approval. 06d1A,01IX Inspector: Date: 2 7-2,ci REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit INSP :. 3N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 DC' 05 P 'ect: TYPe of 1 ectii n: Address: ©ate Called: Special Instru ns: Date Wanted: a.m. Requester: Phone No: proved per applicable codes. El Correction REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspectiion. 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 Pent Inspection Request Line (206) 438-9350 Project: ' ...,, /j• Type of Inspection: AddreSS: . - Date Called: Specialns uc ns: / • 'Date Wanted: i .‘2 .20 a.m. p.m. Requester: P/CK • Phone No: 2 , .3 3 2.-Ze Approved per applicable codes. Corrections required prior to approval. :COMMENTS: / e/ ,, , . . 'Inspector: Date: / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectiom. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 dig •032� Proj t: � Type of Inspection: Address: 4 /5- 0:0alh r G91,41(2P.4g Date Called; Special Instructions: GJ� �j'► 'r'rn' opFCE� ©ate Wanted: 2- - 9 a.m.i P-m• Requester: i Phone NAo77M& z 3- 2 '' t / Approved per applicable codes. Corrections required prior to approval. 'CO II I ENS. 4 Per? in . Inspector: Date: / 2 3/ f REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectKon. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 438-9350 lPr ject: �.J''��r'�dr�' ► It + L..'►�7 Type of iris ection: Address: 4715.5. ,S.. ale, RI -elk Date Called: 'Special lnstrudWons: Date Wanted: 1 771°• ©w"' Apr/ a.m. p.m - Requester: • �'"(hOflE5O3 : 0145' 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ayte, rLh A A Date: —1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 19-1084a Report Number: 399775 - Revised Permit Number: D19-0268 t#$I.,�5i ;bpi r f (�"� S, i ' 3j. {4 -E t�l¢ i & 4+a r i ,,h f S' :. 'f, M?'Y ' ,1 n'X,':���i'"r✓j4 i'�.bliW �a'r���i�`P��'�5+. �.{� hy.tk'�A�t i`trvi.4'� '.C'.*rr �m. x�+�.,i.�5;'�a Project: Continental Mills (2019) - Doors 7, 9, 20, 24, and 25 Client: NorthWest Handling Systems, Inc. Address: 6155 Segale Park Drive, Park C, Tukwila Address: PO Box 749861, Los Angeles, CA Inspector: Dwayne Helgeson Date: 12/19/2019 1 �^ fit 4 t k re +� }Sn. :m ! a IT < . t C t rt:`.#i2lNlfdz x."� "Y'{r ; ht?::s Y- ^M m� :e 3 - t ! h i }` ,a 'r iDescrtp io /Loca jqn in , . .,E , �: 'YSS I,MvF-yi^�� ��. t �/!;'!.{. Inspected the epoxy grouting of #4 reinforcing steel bars into existing concrete stem walls at truck delivery bays: 20 and 7. Building Code & Year: IBC 2015 (Yeno e1 ' ST •ini„�tSli,}R�.,d#nL 'ta�d`i Ifithre ,..l :k Bar/Dowel Size & Quantity: #4 (88) Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): • A-36 ❑ F-1554 • A-307 Grade: ❑ 36 0 50 0 75 0 Other: Rebar Grade: 0 40 El 60 ❑ Other: Type of Bar: ® A-615 ❑ A-706 0 Other; Does Contractor Need to Schedule Torque Verification? 0 Yes 0 No Reason (if 'No'): Special Ductile Quality (SDQ): ❑ Yes El No fit ',., r rai f.s " !n} rk)., .r.(, .{E '''57r,1 :. [ �.,{.: � i^,,a I)5Lb .1 Anchor Length: 33" Hole Depth: 5'/z" Required Embedment: 5" Hole Diameter: 5/8" Concrete Thickness: NA Concrete Strength: NA Hole Orientation: 0 Vertical Down 0 Upwardly Inclined ® Horizontal Base Material: Normal Weight Concrete ❑ Lightweight Concrete 0 CMU ❑ Brick 0 Composite Deck Hole Cleaning: ►-t Compressed Air 0 Hand Pump 0 Vacuum Drill Bit ❑ Other: Compressed Air PSI: 120 Drill Bit (ANSI B212.15): Yes Brushed: El Yes 0 No Hole Condition: El Dry ❑ Damp 0 Water Saturated 0 Submerged Adhesive Manufacturer/Type: Simpson SET-XP Expiration Date: 7/22/2021 ICC ESR #: 2508 Certified Installer(s): NA Weather: Covered Ambient Temperature: 45 Substrate Temperature: 43 !{73+hComments _ ...idf. �Er sFI Work inspected was completed using and in accordance with all approved project details and documents. Reference Standard(s) Used: Conforms Ei Does Not Conform 0 Copies to: Client Engineer X Owner X Contractor Architect X Building Dept. Others Technical Responsibility: Jeff Rabe, 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 6747 M. L. King Jr. Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US —Fax (206) 723-2221 Form No.: ADMIN-86-03 (Rev. 08/19) °PERMIT COORD COPY c5 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0324 DATE: 10/07/19 PROJECT NAME: CONTINENTAL MILLS SITE ADDRESS: 6155 SEGALE PARK C DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 10'7'11 Building Division Public Works i/A. Fire Pre ention Structural fin Planning Division Permit Coordinator LI u PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/08/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/05/19 Notation: REVIEWER'S INITIALS: DAIE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 NORTH WEST HANDLING SYS .6 Page 1 of 3 t ome. Espanol Contact: Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries (Search L&I A-% Index Help My I.t; I 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 JAMES J FRANCK CLARK R KOSTY; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. NORTHWH275JF Effective — expiration 04/06/1973-10/09/2021 Bond Travelers Cas & Surety Co Bond account no. 81S103354822BCM Active Meets current requirements. $12,000.00 Received by L&I Effective date 10/09/2001 10/01/2001 Expiration date Until Canceled Insurance Phoenix Insurance Company, The $1,000,000.00 Policy no. Y6302C242044PHX19 Received by L&I Effective date 09/30/2019 10/01/2019 Expiration date 10/01/2020 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 10/9/2019 I rn r m n -I c o n I DUMPSTER I( DOOR 22 DOOR 21 DL I ZEE DOOR 20 I I I DL DOOR 19 rn 0 DL+VR DOOR 18 I I I I I I I I I I DL+VR DOOR 17 _ ' DL I, DOOR 16 I I I I I I I I I I OIL DOOR 15 rn Q� I -a I I I I I I DL+VR DOOR 14 0 I I I I I I 1 I I I I I I DUMPSTER I I I DL+VR DOOR 13 rn rn w DL+VR I DOOR 12 o I' O - - - - - - �- - I DL+VR DOOR 11 DL+VR DOOR 10 DOOR 33 DL I I � I I I DL DOOR 9 C o DOOR 32 [NONE DI.+VR DOOR 8 DOOR 31 DL+VR z DL DOOR 7 DOOR 30 NONE �D DL DOOR 6 DOOR 29 II DL+VR I DL I DOOR 5 rn DUMPSTER I -� DL+VR DOOR 4 DOOR 28 DL+VR I ' DL IDOOR 3 rn DOOR 27 NONE I i I i NONE DOOR 2 0 DOOR 26 DL+VR I I I I I NONE (DOOR 1 - - - - - c DOOR 25 I DL RAMP o- 3z z w ° DOOR 24 I DL m DOOR 23 DL m £ a V N cm o k EDD gckm IT1 UU9� �� o O - • t-I 003 n � m � m _�_--- u 1^'1 m m m � D cCl B f Z n I I I I 1 C ocmo <" 0 ze'° Sg2� IQ W W I W W (Al (A' (A ' N Ci C Gi CD c m�0Qn3o �° o 0 o � c0 W o W o N cn W o W w W w W o O 0 . O 0 c0 'I m z oEo z;u m d�Qo �s w m I' w V Grn <-> c> m v O �71�i1 m r= � o .SHEET DESCRIPTION T PROJECT TITLE CONTINENTAL MILLS r y z INSTALL NEW LOADING DOCKS 6155 SEGALE PARK DRIVE C k W PaRT�ANOE � � a sEOK TUKWILA_, WA 98138 NE I 1100 SW RENTON WqN STREET YAKIMA 9845 SCALE AS SHOWN REVISIONS NOT PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS, SPECIFICATIONS, IDEAS. DESIGNS, AND ARRANGEMENTS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PART THEREOF SHALL BE REPRODUCED. COPIED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR DATE 10/0'7/201S (425) 255-0500 ADAPTED, ]]]III DRAWN BY KEITH WERNER C�l - € WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS. M z K GO .Zm7 C u t n m DIM. wt MFR. T VFY. PITVFY. 9'-W VFY. PARTIAL TYPICAL LOADING DOCK PLAN 1 NOTES: 112- V-0" 1.) VERIFY LOCATIONS PER ARCH. 2.) VERIFY ALL EXISTING DIMENSIONS & CONDITIONS. NOTIFY ENW IF EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. PIT DIMENSION 4" 3 #4 18"od PER 1f51.1 —� BAR LOCK, COUPLER HOLD 1 112" CLR. a 2- #5 (PER MFR.) w/ ° HILTI HY-200 #4 NOSE BAR ° -EXISTING #4 @ 16"oc (EMBED 5" MIN-) w! TRENCH SPECIAL INSPECTION q� CONFIGURATION > BY OTHERS 2 JII_IiIJI O"OI�IHIIJII I1=11F �H��III 11 11 7I L 1 I -_III -I I LJ I L-I I I_I I I= -- #4-1f@ 16^oc PER 1lSt.t o � o 4v x o 4 SECTION 314" =1'-0" L a 4" 0 EQ NOTE: —...I THIS REBAR IS IN ADDITION I TYP. TO REBAR SPECIFIED BY MFR. REBAR PER MFR. NOT SHOWN 3 4 3 51,1 31,1 S1, TYPICAL LOADING DOCK , — — — — — — — — ---------------------- REMOVE EXIST. CONCRETE 4-#5 wt HILTI FAY-200 #4 16"ac PER 2lS1.1 (EMBED 5" MIN. LEAVE EXISTING REBAR ❑ SPECIAL INSPECTION FOR COUPLER, TYPICAL = ' B R L ICK, 1:1 UPLER EACH OF TRENCH #4 @ 16"oc TO MATCH EXISTING BAR LOCK, COUPLER 7t= e` HOLD EXISTING #4 @ 16"oc III I-i a ° 11 a J TYPICAL, U.N.O. — 1 1/2CLR o 4 a I EXISTING 6" PIT SLAB —i #4 F TO MATCH EXISTING CONDUIT 1 #4EXISTING @ IS'- DO NOT CUT @ 76"oc 1" �. j��-P—_MFR. 01 ItJ 2- #5 PER MFR. I l 11 III III IaII IA°�II it L- = SECTION G 3/4" V-0" GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Building P-981, Pacific Gateway, Tukwila, Washington 2. DESIGN CODE AND STANDARDS Applicable Code (EdiOon/Name) - 2015 International Building Code (IBC) Code supplement & Date -ASCE 7-10 3. DESIGN LOADS a Seismic Ss = 1.268, S1 = 0.43, le - 1.0, Site Ciass "D" and Seismic Design Category = "D". SDS = 0.845, SDI = 0.45. b. Wind Load Basicwind speed (3 sec.gust) = 85 (mph)- Exposure B importance factor Iw = I.0. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. CAST -IN -PLACE CONCRETE F'c= 3000 PSI FOR ALL CAST -IN -PLACE CONCRETE, CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% - 1-1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES, LIMIT WATER - CEMENT RATIO TO AS AND USE TYPE V CEMENT WHERE CONCRETE R E IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF.2 J. ADD NO WATERAT SITE. WATER REDUCING OR SUPERPLASTIC17JNG ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER -CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (T-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 #1 i AND SMALLER......3/4 INSPECTIONS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. CONC. DRILLED IN COPY OF ICBO REPORT FOR ADHESIVE SYSTEM USED MUST BE DOWELS: AVAILABLE AT JOB SITE. VERIFY AHESIVE SYSTEM INSTALLATION IS IN ACCORDANCE WITH REPORT. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIONS PER MFR. 16" (5'-5" MIN. NOT TO SCALE) TYF SECTION J 314" V-0" ARCH. =ARCHITECT N.F. = NEAR FACE BAL. =BALANCE N.T.S. =NOT TO SCALE BTWN. =BETWEEN otc =ON CENTER B. OR BOT. =BOTTOM O.F. =OUTSIDE FACE BLDG. BUILDING I O.S. =OUTSIDE _ - B.O.C. = BUILDNG OFFICIALS 0.T.0. OUT TO OUT CODE ADMINISTRATORS REINF. =REINFORCING BRG. =BEARING REM. =REMAINDER C.M.U. = CONCRETE MASONRY UNIT R.O. =ROUGH OPENING COL. =COLUMN SECT. =SECTION CONC. =CONCRETE SIM. SIMILAR CAST =CAST IN PLACE S.J. = SHRINKAGE JOINT CLR. =CLEAR STL. = STEEL CONT. =CONTINUOUS SYMM. =SYMMETRICAL C.J. = CONSTRUCTION JOINT S.W. =SHEAR WALL OR C.S.J. = CLOSURE STRIP JOINT SHORT WAY D.S. =DRAG STRUT T. =TOP DWGS. =DRAWING T.O.B. =TOP OF BEAM EA. =EACH T.O.S. =TOP OF STEEL E.E. = EACH END TOP OF SLAB EL. OR ELEV. = ELEVATION T.O.F. = TOP OF FOOTING E.N.W. OR ENW = ENGINEERS NORTHWEST OR (FRAMING) E.F. =EACH FACE TYP. =TYPICAL AT ALL E.J. =EXPANSION JOINT SIMILAR PLACES EQ. =EQUAL U.B.C. = UNIFORM BUILDING E.S. = EACH SIDE CODE E.W. EACH WAY U.N.O. =UNLESS NOTED F.O.C. =FACE OF CONCRETE OTHERWISE F.O.S. =FACE OF STUDS VFY. =VERIFY F.O.W. =FACE OF WALL V.OR FTG. =FOOTING VERT. -VERTICAL GA. =GAGE V.F.F. = VERTICAL FAR FACE GALV. =HOT DIP GALVANIZED V.E.F. = VERTICAL EACH FACE G.W.B. =GYPSUM WALLBOARD V.I.F. = VERTICAL INSIDE H. OR HORIZ. =HORIZONTAL FACE I.C.B.O. = INTERNATIONAL CONFERENCE V.N.F. = VERTICAL NEAR FACE OF BUILDING OFFICIALS V.O.F. = VERTICAL OUTSIDE I.F. = INSIDE FACE FACE INC. = INCLUDING wt = WITH I.S. = INSIDE FACE wto = WITH OUT K = KIP (1000 POUNDS) W.H.S. = WELD HEAD STUD L.W. =LONG WAY @ -AT M.B.S. = METAL BUILDING SUPPLIER fil = CENTER LINE M.R.S. = METAL ROOF SUPPLIER R. =PLATE M.O. =MASONRY OPENING U) J t— Uj N Z W 0 a U Q O Q N N Za D� 0 L W r J a W 3 OW O Z a (rt _I Imm Z sheet to la 0 0 M N u) Q a M a `D N N m O) F- U J W— W I v Y ¢g 0 M 4 •' n KEY PLAN OCT 07 2019 PERMIT CENTER S1.1