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HomeMy WebLinkAboutPermit D19-0268 - CONTINENTAL MILLS - RETROFIT DOCK LEVELER PITS FOR NEW RECESSED TRUCK RESTRAINTSCONTINENTAL MILLS 6155 SEGALE PARK C DR 019-0268 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 3523049115 6155 SEGALE PARK C DR Project Name: CONTINENTAL MILLS DEVELOPMENT PERMIT Permit Number: D19-0268 Issue Date: 9/3/2019 Permit Expires On: 3/1/2020 Owner: Name: Address: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA, WA, 98138 Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA, WA, 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA, WA, 98138 License No: SEGALPL902CQ Lender: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA, WA, 98138 Phone: (206) 575-2000 Phone: (206) 575-2000 Expiration Date: 5/1/2020 DESCRIPTION OF WORK: RETROFIT EXISTING DOCK LEVELER PITS AT FIVE LOCATIONS FOR NEW RECESSED TRUCK RESTRAINTS Project Valuation: $55,250.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $1,840.23 Occupancy per IBC: S-1 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: Hau|inR/OversbeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number O No Permit Center Authorized Signature: |heorbycertify 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 togive authority tnviolate orcancel the provisions ofany other state orlocal laws regulating construction orthe performance ofwork. |omauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: This permit shall become null and void if the work isnot commenced within 18Odays for the date ofissuance, orif the work issuspended orabandoned for aperiod of18Odays from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CONDnOOmS~** 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. ]: 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 beosrequired byIBC Chapter 17' Tvb|el705.3. 5: When special inspection isrequired, either the owner orthe registered design professional innsponsib|e 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 tothe Building Official in atimely manner. 6: Afinal report documenting required special inspections and correction ofany discrepancies noted inthe inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval, 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. O: Notify the City ofTukwila Building Division prior toplacing any concrete. This procedure is in addition to any requirements for special inspection. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations, Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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, 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 4037 SI-CAST-IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://vvww.TukwilaWA,Rov Building Permit No. big-avve Project No. Date Application Accepted: 4a q Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION Site Address: 6155 Segale Park Drive C Tenant Name: Continental Mills PROPERTY OWNER ' Name: Segale Properties Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: PO Box 88028 City: Tukwila State: WA Zip:98138 Phone: (206) 575-2000 Email: snelson@segaleproperties.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: same as above Address: City: State: Zip: Phone: Email: GENERAL CONTRACTOR INFORMATION Company Name: Segale Properties Address: PO Box 88028 City: Tukwila State: WA Zip: 98188 Phone: (206) 575-2000 St Contr Reg No.: CC SEGALPL902CQ Exp Datc05/01/2020 Tukwila Business License No.: BUS-0101320 King Co Assessor's Tax No.: 3523049115 Suite Number: Floor: New Tenant: E. Yes [21 ..No ARCHITECT OF RECORD Company Name: Lance Mueller & Associates Address: 130 Lakeside, Suite 250 City: Seattle State: WA Zip: 98122 Phone: (206) 325-2553 Email: haroldc@Imueller.com ENGINEER OF RECORD Company Name: Engineers Northwest Address: 9725 Third Ave NE, Suite 207 City: Seattle State: WA ziP:98115 Phone: (206) 525-7560 Email: markn@engineersnw.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: Self funded — Sl-alt Address: City: State: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: WAPermit Center (Rachelle)\Applications \Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 55,250,00 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Retrofit existing dockieveler pits at five locations for new recessed truck restraints Will there be new rack storage? D.. Yes If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Pt Floor 312,205 218,773 0 0 III-B B, S-1 2"d Floor 3td Floor Floors thru Basement Accessory Structure* Garage 0 Attached 0 Detached Carport El Attached 0 Detached Covered Deck Uncovered Deck PLANNING DIVISION FORMAT' N — 206-43 -3670 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: 200 Will there be a change in use? Yes No Compact: Handicap: If "yes", explain: F PROTECTION AZA OUS MATERLALS 206-575-4407 ElSprinklers Automatic Fire Alarm None 0.. ..... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ...... Yes 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. TION —206-433-0179 0 ...Permanent Water Meter Size (1) . 0 ...Temporary Water Meter Size (1). 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public Z Private WO # (2) " WO # (3) " WO # WO # (2) " WO # (3) " WO # WO # 0 ..... ...Deduct Water Meter Size , 11 15 0 ...Water Main Extension Public 0 Private WAPermit Center (Richelle) \ Applications \Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERtaY THAT 1 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 NER OR AUTHO Z AG NT: Signature: Print Name: Steve Nelson Mailing Address: PO Box 88028 Tukwila, WA 98188 Date: 08/19/2019 Day Telephone: (206) 575-2000 City State Zip WiTerrnit Center (Rachelle)\Applications \Word \Con3truction Permit Application Revised 6-2019.docz Revised: June 2019 Page 3 of 3 DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK , PAID _ $1,840.23 D19-0268 Address: 6155 SEGALE PARK C DR Apn: 3523049115 $1,840.23 DEVELOPMENT $1,786.84 PERMIT FEE R000.322.100.00.00 0,00 $1,067.78 PLAN CHECK FEE R000.345.830.00.00 0.00 $694.06 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 _i, $25.00 TECHNOLOGY FEE $5339 TECHNOLOGY FEE a. TOTAL FEES PAID BY RECEIPT: R18370 R000.322.900.04.00 0.00 •,, 1, $53,39 840 23 , . Date Paid: Tuesday, August 20, 2019 Paid By: SEGALE PROPERTIES LLC Pay Method: CHECK 2279 Printed: Tuesday, August 20, 2019 9:45 AM 1 of 1 rimSYSTEMS 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 bpri -03 4,e, Project: as/V77J/A'et/7R- -Type ' % '/ -�~S of Inspection: /r 8/ li -� Address: ©ate Called: Special Instructions: e Date Wanted: 3 �- ,.7=r a.m. P.m - Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: MLL., D -.<5* Inspector: Date: 7 RE1NSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIV 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 PI 24,& INSPECTION RECORD Retain a copy with permit PERMIT NO. SION (206) 431-3670 Project: Cox/ 77/Xierzre ALL S Type of Inspection: "So 771Y6- Address: 4455.- f� Date Called: Special Instructions: !/C A/© 7 GAJ //1/ < C /C-2 S./ '©ate "/i'�t1S%'Phone Wanted: 3' j a.m.. p.m. Requester: h'ICH No: .2- 5.3 32, v .,._ O j . Approved per applicable codes. © Corrections required prior to approval. COMMENTS: sinsector; 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 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 1,)/7--67-2e8 Project: COX W Of1 /4 Typeo'f inspec r n: r c..� � Address: /: 6.5- M �' m' 44 Date Called: 5— I .2© Special Instructions: ,/') • ,r-�. h _ Date Wanted: a.m. p.m. Requester: Phone No: aApproved per applicable codes. orrections required prior to approval. COMMENTS: .A.‘71,di J29C7,isr 4A/ U775 2 6e. 7 "t ce's` /i ‘ , 3 �.---1 cz-- .-**,, c ,--2,:e , •%, ,,.°V , / e.-- 4#Aecie..Aelt "7 c_27 c �s T ) 04 I Inspec 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 with permit NSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D --al_zots 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: C04177/Y7M.- Type of Inspection: Address: Date Called: /55- Gill...a Roy,fi< .5- Special Instructions: -.'Date PIS AnDA 1 if ao Wanted: i a.m. P-m- Requester: Phone N : - Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: Date: RE1NSPET1DN PEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Prgject: © ifes f)1, Type Insp on: Address: f/JSeq Date Called: Special Instruq+ ns: Date ant d: a.m. Y �•� Requester: �f r �`V. - Phone No: . Approved per applicable codes. f Corrections required prio o apfroval. COMMENTS: -1--te47 5 fo zoat (bac.(& Q boars *t Inspector: C62 Date/ Czozo. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP '111111r? PERMIT NUMBER: D19-0268 DATE: 08/20/19 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: BidingDivision MI 0/4 Public Works bri\ )i-)-1`41 tI\A 10( ii4r1 Fire Prevention Structural Alit) C -17 Planning Division up Permit Coordinator op PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 08/22/19 Structural Review Required ri DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 09/19/19 Approved with Conditions r7 Denied (ie: Zoning Issues) huvok. &I. REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Home Espanol Contact Safety & Health Claims & Insurance Washington State Department oi Labor & Industries A-Z Index Help My lAd Workplace Rights Trades & Licensing SEGALE PROPERITIES LLC Owner or tradesperson Principals SEGALE, MARIO A, PARTNER/MEMBER SEGALE, MARIO A, AGENT Doing business as SEGALE PROPERITIES LLC WA UBI No 602 023 533 PO BOX 88028 TUKWILA, WA 98138-2028 206-575-2000 KING County Business type Limited Liability Company Governing persons USA N1 ATKINS TINA A COVEY; DEVELOPMENT METRO LAND; TERESA NADEAU; NITA L SEGALE; Certifications & Endorsements 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. SEGALPL902CC1 Effective — expiration 02/18/2010— 05/01/2020 Bond SAFECO INS CO OF AM Bond account no. 6115146 $12,000.00 Received by L&I Effective date 03/28/2002 02/18/2010 Expiration date Until Canceled Insurance Alaska National Insurance Co $1,000,000.00 Policy no. 19DLS31006 Received by L&I Effective date 03/28/2019 04/01/2019 Expiration date 03/10/2020 Help us improve I I I I I 1 l ll II l W I I If EX c ijVMT Ill I I t+ II A/C PVMT N BIDG. ]34 __ ` __ _— _ I I I' I Q II I I _ _ — — — — — — — — — — — — — _ — — 7/P — — — — I I I If I I IX A/C PVW 11 I T tl� SEGALE "C" I� i j I \\\ DRIVE II I "C" EX A/C PVMT FIN=229H SEGALE PARK DRIVE /C _ EN 55 MH SEGALE DRIVE jj y------r / t�--------— — _ --- ____—_-- m -- --------E%8' PVC 55— IX A/C PVMT----------I . —.{ It _ EX A/C PVM — — _ �_IX 55 E t II II It � II SITE PLAN - SEGALE PROPERTIES Scale: 1 "=50'-O" I L if If �I if -- ----- --------- - -� - - - - -� 1 1 1 1 1 1 7 1 1 1 1 it FIRE k HYDRANT 1 FH () FH Sys Li it PARKING 1 I AREA W/ \ _ .................... — LANDSCAPING II EXI KILN It PA KI o \ o AR " LAN ING \ I I I I I I n u II II II - II � II t II N II SE GALE INDUSTRIAL I I I \ 1 of � EXISTING I PAR ING I AR W/ LANDSCAPING PF OPE TIES -REVOLUTION --------- I II I Q CONTINENTAL N Z365'-O" ILLS IIL \ II EXISTING ' II PARKING 924'-0" ` AREA \\ \ \ \ ` / I II _ u j u � -----GREEN- OVER -----__ --_ \ ` '�- _ - _� o i oFH f„. " `-- - . - . "-- , • • "►•-- ...-----...._.. . _,„�......_"_ � � FH— 4.111 \ "ol \ FH / HIGH + WATER �A MARK PLAN TRUE _ - north ago PROJECT TEAM PROPERTY STRUCTURAL APPLICANT: APPLICANT: SEGALE PROPERTIES ENGINEERS NORTHWEST 5811 SEGALE PARK DRIVE C 9725 THIRD AVE. NE, SUITE 207 TUKWILA, WA 98188 SEATTLE, WA 98115 (206) 575-2000 (206) 525-7560 FAX (206) 575-1837 FAX (205) 522-6698 CONTACT- SIEVE NELSON CONTACT: MARK NAZARENUS EMAIL: SNELSON@SEGALEPROPERTIES.COM EMAIL: MARKN@ENGINEERSNW.COM I ARCHITECT: GENERAL CONTRACTOR: LANCE MUELLER & ASSOCIATES, SUITE 250 130 LAKESIDE AVE SEGALE PROPERTIES LLC SEATTLE, WA 98122 P.O. BOX 88028 (206) 325-2553 TUKWILA, WA 98188 FAX (206) 328-0554 (206) 575-2000 CONTACT: HAROLD CHRISTENSEN EMAIL: HAROLDC@LMUELLER.COM EXISTING BUILDING DATA CONSTRUCTION TYPE: SITE AREA: OCCUPANCY TYPE: CODES USED: ZONING: BUILDING AREA: BUILDING 981 (EXISTING) TOTAL ........................................ ALLOWABLE AREA CALC: PARKING PROVIDED: FULL SIZE ACCESSIBLE V-N FIRE SPRINKLED 16.45 ACRES B, S-1, F-1 1997 U.B.C. CITY OF TUKWILA ZONING CODE HI 312,205 S.F. .................................. ........................................... ....................... 1—. 312,205 S.F. UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) PROJECT DATA CODE 2015 I.B.C., I.F.C., I.M.C., I.P.C. AND ICC/ANSI A117.1 OCCUPANCY GROUP: B, S-1 CONSTRUCTION TYPE: III—B north 200 STALLS 6 STALLS 206 STALLS KIM Moll i LEGAL DESCRIPTION PARCEL E OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L02-029, AS RECORDED UNDER RECORDING NO. 20021007900001, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. TAX ACCOUNT NUMBER: 352304911501 PROJECT DESCRIPTION RETROFIT EXISTING DOCK LEVELER PITS FOR NEW RECESSED TRUCK RESTRAINTS PER PLANS. TOTAL OF (5) LOCATIONS AT CONTINENTAL MILLS. INDEX OF DRAWINGS ARCHITECTURAL TA1.0 SITE PLAN / COVER SHEET SEPARATE PERMIT STRUCTURAL REPUIRED FOR: S1.1 LOADING DOCK PIT FOUNDATION DETAILS Mechanical Electrical {�( Plumbing tJ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No Glandes shall he mane to the scope of work wnnout P. �o+ aporoval of the Tukwila Building D-sion. NOTE: Revisions will require a new plan submittal and may include additional plan review. rntt Fill ti ma- PerNo. � Plan review approval is suoiect to errors and omissions. Approval of construction documents does nor authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and >nd ion ac nowled ed: ey. Y Date: 3 sty or Tukwila at nt.DirvG ntvrsrora REVIEWED FOR CODE COMPLIANCE APPROVED AUG 27 2019 AL City of Tukwila BUILDING DIVISION C 0 N 0 C O a O o U t N _ L '0 t U I O CO -O M in to N to N M (D O N N Q W F— — N Q N 4 W U Oy O to 'y Q m w I— J Cal F— F— U � Q W W W w N W J = _J (V W w RECEIVED _ = o CITY OF TUKWILA w AUG 2-0 2019 O 0 U Y J U Z PERMIT CENTER a M a ®. AS "I-,,U VI-Y. DIM. wl MFR. VFY. PIT VFY. VFY. 9'-0" VFY. PARTIAL TYPICAL LOADING DOCK PLAN NOTES: 1/2" = 1'-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. 4 SECTION NOTE: THIS REBAR IS IN ADDITION TO REBAR SPECIFIED BY MFR. REBAR PER MFR. NOT SHOWN TYPICAL LOADING DOCK — REMOVE EXIST. CONCRETE LEAVE EXISTING REBAR FOR COUPLER, TYPICAL — EXISTING #4 @ 16"oc TYPICAL, U.N.O. — PER MFR. #4—�ff@1 SECTION a. W; z J W h Z , V EQ. EQ. , 6" , 1'-0" 8" 1 PER MFR. 1 8" GENERALNOTE 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 (Edition/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 Class "D" and Seismic Design Category = "D". SDS = 0.845, SD1 = 0.45, b. Wind Load Basic wind speed (3 sec.gust) = 85 (mph) - Exposure B Importance factor Iw = 1.0. 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 .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING 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 A 615, GRADE 60 (fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (Z-O" MIN. BEND) FOR ALL HORIZONTAL 31 1 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 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. 8" 4" TYP. 4- #5 w/ HILTI HY-200 (EMBED 5" MIN. w/ SPECIAL INSPECTION EACH OF TRENCH ------ (f,c " or to/QawtaS e / — lz-(�uL- EXISTING CONDUIT DO NOT CUT 2- #5 PER MFR. ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE BTWN. = BETWEEN B. OR BOT. = BOTTOM BLDG. = BUILDING B.O.C.A. = BUILDING OFFICIALS CODE ADMINISTRATORS BRG. = BEARING G.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONIC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR. CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. = EACH E.E. = EACH END EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.J. = EXPANSION JOINT EQ. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALLBOARD H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER M.O. = MASONRY OPENING N.F. N.T.S. o/c O.F. O.S. O.T.O. REINF REM. R.O. SECT. SIM. S.J. STL. SYMM S.W. T. T.O.B. T.O.S. T.O.F. TYR U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. --------------------- dam— #4 [ 16"oc PER 2/S1.1 j r-- #4 @ 16"oc TO MATCH EXISTING PER MFR. (5-5" MIN. NOT TO SCALE) 3 SECTION = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY = VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE KEY PLAN 6" 4" is BAR LOCK, COUPLER EXISTING 6" PIT SLAB REVIEWED FOR CODE COMPLIANCE APPROVED AUG 27 2019 City of Tukwila BUILDING DIVISION N W p °' V O Q C a) 00 a3 Za a� s� 0) roa v o-0 i rn �r O 0 W M V) V) Z O N W a a GI Ln N "' C0 QO a N N Z N CO) d N 00 N 0) D 16 ~ 'S pCt (-`— Cc W J m I- J J W F co 3 a W x 9 UW O W 0 E3 W Q Z a J O _Vz sheet n o 51.1