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20-100170-PCCITY OF Federal Way Centered on Opportunity Mr. Gregg Percich Jackson Main Architecture 311 15C Avenue South Seattle, WA 98104 giggg-percich@iacics!2nm"lin-c-om FILE Re: File #20-100170-PC, PREAPPLICATION CONFERENCE SUMMARY Ellenos Milk Silos, 34114 21st Avenue South, Federal Way Dear Mr. Percich: CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor February 27, 2020 Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held February 13, 2020. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the city's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Water and Sewer District and South King Fire and Rescue. Some sections of the Federal Way Devised Code (FWRC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWRC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Senior Planner Stacey Welsh. You can contact me at 253-835-2634, or stacgy.welsh@citvoffederalway.cnin. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to me. PROJECT DESCRIPTION The proposal is to install three or four 9,600-gallon milk silos and a 400 square foot entry vestibule. The project is proposed at 34114 2V Avenue South, on King County tax parcel 212104-9033. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the comments made by all departments in the following section of this letter. Planning Division: The project requires a Process III land use application with SEPA. Building Division: New building codes take effect in July. Mr. Gregg Percich Page 2 of 6 February 27, 2020 DEPARTMENT COMMENTS Outlined below -are the comments made by the representatives of each department present at the preapplication conference. Each section shouldrbe redd-thoroughly. If you have questions, please contact the representative listed for that section. COMMUNITY DEVELOPMENT — PLANNING DIVISION Stacey Welsh, 253-835-2634, stacey.welsh u�?ciryoffederalwaycom 1. Zoning De ignation and Use — The subject property is designated Commercial Enterprise (CE); the proposed use is manufacturing/preparation of food products, which is a permitted use in the CE zone as listed within and subject to the regulations set forth in the Use Zone Chart of FWRC 19.240.010. 2. State Environmental Policy Act (SEPA) — Pursuant to FWRC 14.15.030(1), the project is subject to environmental review under the State Environmental Policy Act (SEPA), per WAC 197-11-800(2) (h) as it exceeds the minor new construction exemption of installation of above -ground tanks having a total capacity of 10;000 gallons or less. An environmental threshold determination made by the Director of Community Development must be issued and the associated appeal period concluded prior to issuance of a land use decision. Public notice will be required as established in FWRC Title 14. 3. Land Use Application — Per FWRC 19.15.030(3), improvements and/or additions to an existing developed site that are not exempt from SEPA shall be processed under process III. Process III is a review process conducted by city staff with a final decision issued by the Community Development Director. The Process III decision criteria are contained in FWRC 19.65.100(2). 4. Land Use Review Timeframes — The Planning Division will notify the applicant of the application status within 28 days of submittal. If the application is determined complete, staff will issue a Letter of Complete Application. The FWRC limits the administrative review to 120 days from the date of a complete application. The 120-day review period will stop any time the applicant has been requested by the city to correct plans, perform required studies, or provide additional information needed to issue a decision. The review period will begin within 14 days following submittal of requested items. Please be advised that any request for corrections and/or additional information must be provided within 180 days of written notification, or the land use application will expire. 5. Public Notice — Process III applications require a public notice and comment period. Within 14 days of issuing the Letter of Complete Application, a Notice of Application will be published in the Federal Way Mirror, posted on the subject property, placed at the city''s three designated notice boards, and mailed to property owners within 300 feet of the subject property. 6. Land Use Application Submittal Requirements — Please refer to the enclosed Bulletin #001, "Submittal Requirements for Use Process III or IV," to determine what materials must be submitted with the land use application. 7. Effect of Use Process Decision — In accordance with FWRC 19.15.100(2), "Lapse of Approval - Generally," the applicant must substantially complete construction for the development activity, use of land, or other actions approved; and complete the applicable conditions listed in the Use Process decision within five years after the final decision of the city on the matter, or the decision becomes void. Provisions for extension of time are contained within FWRC 19.15.110, "Lapse of Approval — Time Extension." 8. General Zoning Regulations —The use zone chart of FWRC 19.240.010 (enclosed) provides regulations for the proposed use. The applicant should consult the referenced use zone chart prior to submitting a 20-100170-00-PC Doc ID:80049 Mr. Gregg Percich Page 3 of 6 February 27, 2020 Master Land Use Application to verify all site components and proposed uses will comply with city code. The following is only a portion of the zoning regulations governing the proposed use in the CE zone: Manufacturing and production, general (preparation of food products) (FWRC 19.240.010) Required Yards, Lot Coverage, Build hg Height, Parking — Required yards, lot coverage, building height, and parking are: i. Front/side/rear setback — 20'/15'/15' ii. Maximum lot coverage — None; the buildable area will be determined by other site development requirements. iii. Maximum building height — 40-55 feet AABE. (See special regulations and notes #3 and #4 from the use zone chart.) iv. Parking — One space for each 1,000 square feet of gross floor area. Additional square footage proposed triggers additional required parking; however. based on the submitted site plan, it appears that the site already has more parking spaces than are required by code. Community Design Guidelines — Review of the proposal under the city's design guidelines, Chapter 19.115 FWRC, is required for the project and will occur in conjunction with the use process review. The principal'applicable guidelines for the project are noted below. However, this does not necessarily include all applicable guidelines, and project designers must consult the guidelines in their entirety in preparing an application. The application must include a written narrative identifying how the proposal complies with the applicable design guidelines as detailed. (a) FWRC 19.115.010(2), CPTED — Implement Crime Prevention through Environmental Design (CPTED) principles to reduce opportunities for criminal activities to occur. The city's Police Department and Planning Division will evaluate the formal application and review for compliance with CPTED principles. A completed CPTED checklist must be submitted with your application. i. Natural Surveillance — Promote visibility of public spaces and areas. ii. Access Control — Identify techniques that deter unauthorized access and/or inappropriate access. a Ownership — Reduce perception of areas as ownerless. (b) FWIRC 19.115.050, Site Design — Refer to all sections of this chapter for design standards. Key sections include: i. (1) General criteria (f)-(g) ii. (6) Commercial service (a)-(b) Discussed at Meeting. 1. No new fencing or site lighting is proposed. 2. Applicant asked whether secondary spill containment is required. Staff passed the question on to Pubic Works Development Services (stormwater) and the Lakehaven Water & Sewer District. Lakehaven's response is contained in their comment section below. Public Works Development Services staff stated that according to the King County Stormwater Pollution Prevention Manual, double - walled stationary liquid storage tanks are exempt from having to provide secondary containment. 10. Outside Agency Permits —It is the applicant's responsibility to identify and obtain all required state, federal, or other agency permits as may be required. 20-100170-00-PC Doc ID:80049 Mr. Gregg Percich Page 4 of 6 February 27, 2020 11. Application Fees &Submittal —Please contact the Permit Center atyemutcenteaciWOffederaIwav,gm, or 253-835-2607, for updated fee schedule information for applications and permits. PUBLIC WORKS — SOLID WASTE AND RECYCLING DIVISION Rob Van Orsow, 253-835-2770, robe@citMoffe_deralway.com Review FWRC 19.125.150 for solid waste and recycling design requirements. Help with many design parameters related to service access is available via the city's contracted solid waste services provider, Waste Management. COMMUNITY DEVELOPMENT — BUILDING DIVISION Greg Kirk, (253) 835-2621, re .kir ci offederalwa .com 1. Buik ing Codes. The structure will be treated as a new building permit application and must meet all current codes including: • International Building Code (IBC), 2015 Washington State Amendments WAC 51-50 • International Mechanical Code (IMC), 2015 Washington State Amendments WAC 51-52 ■ Uniform Plumbing Code (UPC), 2015 Washington State Amendments WAC 51-56 & WAC 51-57 • National Electric Code (NEC), 2014 • International Fire Code (IFC), 2015 Washington State Amendments WAC 51 -54 • AcwstbiAz , Code (ICC/ANSI Al17.1), 2009 • International Residential Code, 2015 Washington State Amendments WAC 51-51 • Washington State Energy Code, 2015 WAC 51-11 2. Budang Criteria. The following applies to the proposed structure: • Occupancy Classification: N/A ■ Number of Stories: N/A • Type of Construction: N/A • Fire Protection: N/A • Floor Area: N/A • Wind/Seismic: Basic wind speed 85 Mph, Exposure, 25# Snow load, Seismic Zone D-1 3. Building Permit Application Process. A completed building permit application and commercial checklist are required. The commercial checklist will be filled out by staff and provided at the time of the land use approval. Copies of application and checklist may be obtained on our web site at MnMK.dVOffederalway.com. Appointments are required for intake of new commercial building permit submittals. Please contact Permit Center staff to schedule an intake appointment at (253) 835-2607, or pernutcenter0citvoffederalwn�.�orn. Some projects may require a third -party review or inspection. The cost to cover these fees is the responsibility of the applicant. Any third -party fee is in addition to regular permit fees and costs. Please note, land use approval is recommended prior to submitting the building permit application to avoid delay in project review. If the project has not received land use approval, it may be placed on hold until the land use review is completed. 20-100170-00-PC Doc ID:80049 Mr. Gregg Percich Page 5 of 6 February 27, 2020 4. Review Timing. Federal Way reviews plans on a first in, first out basis; however, there are some small projects with inconsequential review requirements that may be reviewed out of order. The first comment letter can be expected within five to seven weeks of the submittal date., Re -check of plans will occur in one to three weeks after re -submittal. Revised or resubmitted plans shall be provided in the same format, size, and amount as the originally submitted plans. Revised/resubmitted drawings shall indicate by means of clouding or written response, what changes have been made from the original drawings. Plans for all involved departments will be forwarded from the Community Development Department. 5. Other Permits &Inipections. Separate permits maybe required for electrical, mechanical, plumbing, fire suppression systems, and signs. Applicants may apply for separate permits at any time prior to commencement of construction. When required, special inspections shall be performed by WABO approved agencies, or by agencies approved by the building official prior to permit issuance. Construction must be approved by all reviewing departments prior to final building division inspection. All concerned departments (planning, public works, electrical, & fire) must sign off before the Building Division can final the structure for occupancy. Building final must be approved prior to the issuance of a Certificate of Occupancy. Construction projects may be required to have a pre -construction conference. If a pre -con meeting is required, the general or representative, all subs, the architect or representative, the engineer or representative, electrical contractor, and any other interested party, should attend this meeting. Meetings will occur at the Building Division and will be scheduled by the inspector of record for the project. 6. Site -Specific Requirements. ■ The building permit will require engineering for the tanks (foundation, seismic, tank support). + A separate electrical permit is required. • Provide refrigeration specs. The information provided is based on limited plans and information. The comments provided are not intended to be a complete plan review and further comments are possible at time of building permit plan review. LAKEHAVEN WATER AND SEWER DISTRICT Brian Asbury, 253-946-5407, BAsbury cQlakehaven.or� Lakehaven has no other comment on this application/project, as based on the submittal it appears no existing and/or future water/sewer system facilities will be required, desired, or affected by the proposed land use action. If any water or sewer utility conflicts are encountered, the applicant should promptly contact Lakehaven for additional information. 20-100170-00-PC Doc ID:80049 Mr. Gregg Percich Page 6 of 6 February 27, 2020 Utility conflicts should be identified and coordination (if necessary); which should occur as early as possible in the planning process. The project will need to avoid encroachment with existing Lakehaven system facilities and easements (including any setbacks necessary for structural foundation load zones), in the event the footprint of the new tanks starts coming too close to the existing water main on the site. SOUTH KING FIRE AND RESCUE Sean Nichols, 253-946-7242, se2Ln.nichols@southldngffre.org No Fire Department comments; contact SKFR if you have any questions. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for the formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the city's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWRC 19.40.070(4). This is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition 'to this preapplication letter, please examine the complete FWRC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards me, the key project contact, Stacey Welsh, at 253-835-2634, or stacev.welsh cityofedetalrvay.com. We look forward to working with you. Sincerely, Stacey Welsh, AICP Senior Planner enc: Bulletin 001 "Process III or IV Submittal Requirements" Bulletin 003 "Master Land Use Application" Bulletin 050 "SEPA Environmental Checklist" Bulletin 002 "Mailing Labels" Bulletin 021 "CPTED Checklist Instructions" Bulletin 022 "CPTED Checklist" FWRC 19.240.010 Lakehaven Map c: Greg Kirk, Plans Examiner Brian Asbury, Lakehaven Water & Sewer District Sean Nichols, South King Fire & Rescue Brian Bright, Ellenos Yogurt, 34114 21st Avenue South, Federal Way, WA 98008, brian,l>rlg tt [ el3enn,_c<�m 20-100170-00-PC Doc ID:80049 CITY OF FEDERAL WAY DEVELOPMENT REVIEW COMMITTEE (DRC) PREAPPLICATION CONFERENCE SIGN -IN SHEET Ellenos Milk Silos 20400170-PC February 13, 2020 NAME WITH PHONE Stacey Welsh Community Development -Planning 253-835-2634 � U q A OS 0 -Sso Zo L_t V_"V4 \RU&:.P �- 3 3S- U 2-/ 2-Zoe 14. .s►• L .Aid' i 'i • f R� ^ t-7� i.�i.r •L'r'/+ j. All o NO 00 le.,Ea� th .E 2020 Google c:. � 200 ft 1/17/2020 _ags_c67d98f65b634el68bdl460640771d5b.r--(800x600) 0 IF 3 V �'• i as - • . 71 https://gismaps.kingcounty.gov/arcgis/rest/directories/arcgisoutputIPrinting/PrintingService_GPServer/_ags_c67d98f65b634el68bd1460640771d5b.png 1/1 _ CITY OF CITY HALL 33325 8th Avenue South Federal Way Federal Way, WA 98003-6325 (253) 835-7000 Centered on Opportunity www.cityoffederalway.com Jim Ferrell, Mayor January 17, 2020 Mr. Gregg Percich Jackson Main Architecture 311 1,1 Avenue South. Seattle, WA 98104 Re: File #20-100170-PC; PREAPPLICATION CONFERENCE SCHEDULED ELLENOS MILK SILOS, 34114 215, Avenue South, Federal Way Dear Mr. Percich: The Communit Development Department is in receipt of your preapplication conference request. The application has been routed to members of the Development Review Committee (DRC) and a meeting Nvit:l., the: project applicant has been scheduled as follows: 10:00 a.m. — Thursday, February 6, 2020 rlylebos Conference Room Federal Way City I Iall, 2nd Floor 33325 8,h Avenue South Federal Way, WA 98003 NXIc look forward to meeting with you. Please coordinate directly with anyone else you would like to attend the meeting as this will be the only notice sent by the departinent. If you have any questions regarding the meeting, please contact me at stacev.vvi&�Ii(e cit e,f'ti �lr� ialu n .corn, or 253-835-2634. Sincerely, Stacey Welsh, AICP Senior Planner c: I?llcnos ]'ogurt, 34114 21" .1vc ti., I'cJcr:d ]X ar, G<"� '13003 20-100170-00-PC Doc ID 8001S CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT DEPARTMENT DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: 1-17-20 TO: Cole Elliott, Development Services Manager Scott Sproul, Building Official Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FROM: 'Stacey Welsh, Senior Planner FOR DRC MTG. ON: 1-30-20 - Internal 2-,6--20, 10:00 - with applicant .13.................................................. FILE NUMBER(s): 20-100170-PC RELATED FILE NOS.: 16-105223-CO PROJECT NAME: ELLENOS MILK SILOS PROJECT ADDRESS: 34114 21ST AVE S PARCEL: 2121049033 ZONING DISTRICT: CE PROJECT DESCRIPTION: Proposal to install 3 milk storage tanks. LAND USE PERMITS: Use Process III & SEPA PROJECT CONTACT: Gregg Percich Jackson Main Architecture 311 lst Ave S Seattle, WA 98104 gregg.percich@jacksonmain.com 206-324-4800 MATERIALS SUBMITTED: Master Land Use Application Written Narrative Site Photo Vicinity Map/Aerial Photo Conceptual Site Plan Stacey Welsh From: Larz Hitchcock <Larz.Hitchcock@jacksonmain.com> Sent: Thursday, January 16, 2020 2:20 PM To: Stacey Welsh Cc: Gregg Percich Subject: RE: Ellenos milk Silos Attachments: PSM DWG - Ellenos Yogurt Milk Silo Tank Pad 2017-11-01.pdf Stacey The picture shows the existing —the proposed are to be identical to those. Not sure who put 70' (a 7-story tower of milk would be impressive! But no - not on this project). The attached older Structural design shows two towers at 28' which is probably the most accurate dimension for them. Note current design is proposing three. Don't hesitate to contact me with any other questions, comments or considerations. FYI- I will be out of office Jan 23rd- Feb 10th Gregg Percich is PIC and is familiar with this project (cc'd) Larz Hitchcock ARCHITECT, NCARB, LEED AP Senior Project Manager 1 J� JACKSON I MAIN Architecture, P.S. 311 First Avenue South Seattle, Washington 98104 206.324.4800 P www.j a c ks_on mai n .co m From: Stacey Welsh <Stacey.Welsh@cityoffederalway.com> Sent: Thursday, January 16, 2020 2:07 PM To: Larz Hitchcock<Larz.Hitchcock@jacksonmain.com> Subject: RE: Ellenos milk Silos H i La rz, I received your Pre -Application Meeting submittal and have two questions before I get it routed to our reviewers. What is the proposed height of the tanks? The application form says 70' but it was entered into the system as 35'. Secondly, what is the picture showing, existing conditions or? 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WA 98121 V) Sh-L S2.0 P: 206,622A590 F. 206.622,0422 _. ps—glnaerz, com nc rrAlwim; Imm ,Rlr H— ..4t sclrr CODE INTERNATIONAL BUILDING CODE IRE (2015) :� WINO LOADS BASIC WIND SPECD, V� = 11OMPN RISK GIEWF II WHO EXPOSURE: 10 EARTFOLANSE LOOS SEISMIC RISK OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR, lV = 1 Go PPED 9 ELERATIONS, Se = 128 51 = D<9 SITE CUSS = D DESIGN ACCELERATIONS, Sol = 085 SO = 050 SEISMIC DESIGN J%: CATEGOD BASIC SEISMIC FORCE RESISTING SYSTEM FLAT-BOTTONEO TANKS MECHANICALLY ANCHORED DUST BASE SHEAR = N 2KES SEISMIC RESPONSE COEFFICIENT, Cs = 0 2B5 AFSPONSE MODIFICATION FACTOR, R = 30 ANALYSIS PROCEDURE USED STATIC LATERAL LOAD PNOCCOURE �M !� fd SHOP NSNELN SHALL BE SUBMITTED FOR REVIEW PRIOR F SHOP SHOP DRAWING SUBMITTALSTHCON( PROCESSED M THE ENS IS ARE NOT CHANGE THAT THE THE PURPOSE OF SHOP DS THE SUBN11CON BY THE INDIAING HI TO DEMONSTRATE TO THE ENGINEER THAT THE D INSTALLED- -ANERSTnx ECL THE DESIGN CONCEPT, BY IATION G WHICH IJAIEAIAL IS INTENDED TO BE FURNISHED D CRE NSTALLE OR CO M AMBLING THE MENDED VG SUB ION ANO Cc NTRACT D METHODS IF DEVIATIONS- DISCRER PCIES, OR CONFLICTS BETWEEN INGP DRAWING SME PROCESSED AND THE THE END DOCUMENTS ARE DRAWINGS ED SPECIFICATIONS PRICK ID OR ALTER SHOP DRAWING SHALL BU ROLL ME PAWESSEO M THE W ISF R THE DESIGN pRAWNGS AND ON Y. THIS REVIEW SHALL CONTROL K DI SNAIL BE R OLA TI SUBMITTAL REVIEW IS FOR GENERAL CONFORMANCE ONLY, MS PEv1ESW GOES NOT (•SCAN DIMENSIONS OR OVANIITES MUMUM SOIL PRESSURE 1500 PSF EXTENSOR FOOTINGS SHALL BEAR 1'-6" (MINIMUM) BELOW FINISH GRADE ALL FOOTINGS TO BEAR ON ARM UNDISTURBED EARTH BELOW ORGANIC• SURFACE SOBS AND $HALL BE LOWERED IF SUITABLE SOIL IS NOT FOUND AI ELEVATIONS SHOWN ON DRAWINGS { ALL CAST -IN -PUCE COWREIE SHALL BE WITH THE EXPOSURE CATEGORIES, WATER -CEMENT RA110S, ENTRAJNED AIR AND MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS INDICATED IN THE CONCRETE SCHEDULE ON THIS SHLEI ELEMENTS EXPOSURE GfCGOM w/r ALP ITC SUB ON GRACE EXFDSEO TO WEATHER F2 SO C2 OA 7 Soon CONCRETE MIX DESIGNS FOR ALL CONCRETE ELEMENTS SHALL COMPLY WITH 5ECTIDN 19 3 OF AC1318-IA SOLD ON THE EXPOSURE CATEGORIES LISTED N THE ABOVE TABLE NO CALCIUM CHLORIDE SHALL BE USED N ANY CON_IYETE ALL ABLE R LNG BANS FEMALE TI NEW BILLET 10 AS AS TM A615, GRADE fin CONFIRMING M ACT 318 SECTION 20 225 WELDABLE AEINFOACINC BARS SHA1L CONFIRM 10 ASIu A706 ALL CONCRETE REINFORCEMENT SMALL BE DETAILED, FARRIGIED, LABELED, SUPPORTED, SPACED IN FORMS AND SECURES N PLACE N ACCORDANCE YAM THE PROCEDURES AND AECHNEMENTS OUTLINED N THE LATEST EDITOR OF ALI 318 AND THE "WNDAL Or STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. ACI 315 THE LONIRACIOR SHALL SUBMIT CHECKED SHOP DRAWINGS SNOWING REINFORCING DETAILS, INCLUDING STEEL SIZES SPACING, PLACEMENT AND SUPPORT DETAILS AND TRACER AT EXPANSION JOINTS FOR REVIEW PR'.R TO TMACRII0x ALL REINFORCING SPLICES SHALL CONFORM f0 THE REOUTACMENIS OF LATEST EOIODN OF 91 318 AND THE SPLICE TABLE INCLUDED IN THE STRUCTURAL DOCUMENTS UNO ALL WWR SHALL BE UPPED IN (2) FULL MESH PANELS AND TIED SECURELY BAR SUPPORTS IN CONTACT WITH EXP05ED SURFACES SHALL BE PLASTIC TIPPED THE SPECIFIED COMPETE COVER FOR REINFORCEMENT SHAH Nor BE LESS THAN THE FOLLOWING UNLESS URGER COVER IS NOTED ELSEWHERE •CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED 10 EARTH 3 IN •CONCRETE EXPOSED 10 EARTH OR WEATHER 16 TIHOUGI J18 BASS 2 IN 15 BAR w31, OR D31 WIPE AND SMALLER 1-1/2 IN IO�Q 7G'EIL�Aa• .[RE EXPANSION HORI ARE ARE C TIED. S USE -HIED KWIK MOLT II' (REFERENCE TCC REPORT 113) 1]) WHERE SCAEw ANCHORS ATE SPEC TIED. USE "51MPSOx 1TEN ND (REFERENCE JCL REPORT ESR-2713) WHERE EPDXY ANCTI ARE SPECIFIED, USE "HILL HY-200" OP -SIMPSON SET-XP"(REFERENCE IOC REPORT ESR-3107 AND ESR-250B) 'H 1L11 HII-RE 500 AND "SIMPSDN SET -MAY NOT BE USED, UNLESS 5PECIFICAIIY PRE-APPROEO BY THE STRUCTURAL ENGINEER FOR EPDXY ANCHORS, USE ASIM A193 GRACE 97 1REAOED ROD, UNLESS OTHERWISE NOTED HOLES MUST BE CLEANED OF DUST AND DEBRIS AND BE FREE OF STANDING WRIER WHEN EPDXY IS INSIALLED SPECIAL INSPECTION OF EPDXY ANCHORS 15 REQUIRED Do ACT CUT ANY RLINFOACIAC BARS TO INSTALL ANCHORS DEFECTINL HOLES SHALL BE FILLED SOLID WITH EPDXY FOR AM """'LION$ TO INE ABOVE, THE LONIPACTOR SHALL SUBMIT TO THE 11ACH.W ENGINEER NAUEA NCTURER 5 LITERATURE DESCRIBING THE ANCHORS AND LISTING IOC APPROVED ALLOWABLE SHEAR AND TENSION VALUES yAT,[ ap.rRlq ryMNpL{ Alp LgvW[S MFOP UP TO IN YEARS AFTFR CONSTRUCTOR, ENGINEER RECOMMENDS A CRACK REPAIR AND MAINTENANCE :mOGRAM BE IMPLEMENTED FOR T,GSE SIMS EXPOSED To MIER OR CHEMICALS If IS COMUDN FOR CRACKING DUE TO SHORTENING TO OCCUR THESE CRACKS CO NOT NORMALLY MAIN THE I AL'CIURAL INTEGAIN OF IIE SUB HEADER THESE SUSS SHOULD HAVE A ONE-TIME CRACK MAI rENANCE OPERATES, WHICH CONSISTS or IINERECTIO.N OF SUBS AND SUPPORRNL MEMBERS TWO YEARS AFTER COxSIRUETTCN DETERMINE CRACKS TO BE REPAIRED �REPNANG CRACKS THE To LENGTH OF CRACKING CAN BE TOWED AT W9 FEET OF CRACKS PAR SO/FI OF SUB AREA THE OWNER SHOULD RESERVE FUNDS ACT THIS ONE TIME MAINTENANCE PROGRAM, 'WHICH 15 TO FAKE PUCE TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION EVEN THOUGH CRACKING 15 NORMAL AND MOST OFTEN Nor STRUCTURALLY SIGNIFICANT• WHEN CRACKING OCCURS DURINC CONSTRUCTION THE CONIRALTOA STALL CONTACT TIC MCIIITLCT/CNGINCCn FOR REVIEW THE CONTRACTOR SHOULD ELI ODA FT OF EPDXY INJECTED CRACK REPAIR PER SO/FI OF THE SUB WOE FLANGE SHAPES ToD PLATES ABE NEW A31 CHANNELS, ANGLES, AND PUA53 IQ BE A51M A} J S fiKSI PIPE COLUMNS HELIUM BE ASTM AS}. GRACE R, M=3]NSI HSS RRIC OUNDTRU AND 5HUARE STRUCTURAL TUBE IO BE OTM A500. GRADE B tt.afiN51 xS5 ROUND STRUCTURAL TUBE 10 BE ASIM OW, CAGE d, FY=42N SI ALL STEEL EXCEPT STEEL EMBEDDED IN CON_?EIE SHALL BE GIVEN ONE SHOP COAT OF AP-RCVED PAINT WELLS TO BE 3/15 MINIMUM CONTINUOUS FILLET, BY CERTIFIED NELDEFS USING E70XX ELECTRODES ALL 'WELDING SHALL BE PERFORMED IN STRICT ADHERENCE to A 'WRITTEN 'WELDING PROCEDURE SPECIFICANOR (ANSI PER Arr DI 1 ALL WELDING PARAUCIERS SHALL BE WITHIN THE ELI INSIDE MANUFACTURERS RECOMMENOATIONE NEL➢INL PROCEDURES SMALL BE SUBMITTED TO THE OWNERS TESTING AGENCY FOR REVIEW READ STARTING FABRICATION OR ERECTIONS COPIES OF THE APE SHALL BE ON SITE AND WHOLE TO ALL WELDERS AND THE 5PCCML INSPECTOR STEEL 10 STEEL GO LED CONNECTIONS ARE SHOWN to OE 1KSC &TYPB mMfyl�.Iy19y AJM ftF& wdle NAFAM .4UW a 4 94 G WBFW/ +*g M 9j'q a[A XDA lift AlitWtoOTI fM BEARING [al[SFQ AND BOLTS SMALL BE TIGHTENED TO SNUG -TIGHT CONDITION ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY ARE A5TM F1554 GRADE 36, UNLESS OTHERWISE NOTED USE HEADED ANCHOR BOILS, NOT J BOLTS DO .NOT ENLARGE HOLES IN BASE PULE BY B, +vING BENDING OF ANCHOR 8OUR 15 PERMITTED ONLY WITH THE FLOOR APPROVAL FROM THE ENGINEER WHERE NOT SPECIFICALLY SHOWN M DETAV, CONNECTIONS SHALL BE BOLTED FRAME BEAU CONNECTIONS PER ALSO STANDARDS DURING ERECTION. STRUCTURAL STEEL SHALL BE SECURED FROM COLLAPSING WITH IENPOPAM BRACING SUBMIT SHOP ORININGS PREPARED BY AN EXPERIENFEo CETAILEA FOR RENEW PRIOR To ANPHICATIQN SHOP DRAWINGE To BE COMPLETE, SHOWING ALL WELDS AND UATENAL GROSS .NTNDE A PUN LOCATION OR DETAIL REFERENCE FOR EACH SHOP DRAWING FOR MINOR STCEL-TO-STEEL CONNECTIONS OF 12"AHD SMALLER STEEL MEMBERS IF AN EXPLICIT CONNECTION IS HOT SHOWN ON THE STRUCTURAL DRAWINGS GENII EA IS to PU3POSE A CONNECTION SIMILAR TO THE CONNECTIONS ON 1NE DRAWINGS OR PER ,MSC STANDARD CONNECTIONS ON THE SHOP DRAWING, CLOUD THE CONNECTION AND STATE VERIN SHOP DRAWINGS NOT MEETING THESE CONDITIONS 'MILL =T REJECTED REVIEW Or SHOP DRAWINGS BY THE EN -.VEER IS FOR DESIGN INTENT ONLY AND WEE NOT INCLUDE vEAIFICAIIDx OF a VERSIONS AND CLARIFIES'A RI:ICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRAL STEEL FABRICATORS AND )STALER', BASE 81D TO INCLUDE STEEL DEIAILER AND FABRICATOR TIME AND COS > FOR F3UTINE CONSTRUCTION QUESTIGNS AOUTNE CONSTRLONG' QUESTIONS INCLUDE DIMENSIONAL DN[STONS AND MINOR 'HALING QUESTIONS ROUTINE CONSTRUCTION QUESTIONS ARE PART or THE NORMAL CONSTRUCTION PROCESS - AND ARE TO BE INCLUDED 1N THE BASE BID GENERAL NOTES Mf SI PUC IUBLL ENLINEER'HAS PERrOAMORE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL INCHING DRAWINGS FOR THIS PROJECI THE CONSTRUCf1DN MUST BE PERFORMED IN STRICT ACCORDANCE IN THE SIRUCTURAL DRAWINGS ANY DEVIATION FROM THE DRAWINGS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER ERRORS AND/OR OMISSIONS FOUND DN THE STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE 5 RECTUM ENGINEER'S ATTENTION IMMEDIATELY IRONIC TURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON lHE STRUCTURAL PUNS AND DETAILS THE CENTRAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS ANY DISCREPANCIES CONTRADICHONS OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT Fon RESOLUTION PRIOR TO PROCEEDING WITH WORK OR FABRICATION Or THE ITEM(S) IN ONESTION THE STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM, EXCEPT FOR ANY COMPONENTS NOTED ABOVE RESPONSIBILITY FOR ANY SECONDARY STRUCT-1. A40 NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PUNS PESTS WIN SOMEONE OTHER THAN THE STRUCTURAL ENGINEER THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM THE CONIFA[TOR SHALL PRONCE ALL NECESSARY OWN, To ST41LIZE THE BUILDING DURING CONSTRUCTION THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR, AND WILL NOT MOVE CONTROL OF, CONSTRUCTION MEANS NETHOM, TECHNNLES, SEQUENCES OR PROCEDURES- OR FOR SAFETY PRECAUTIONS AND FIOGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK- NOR WILL HE BE RESPONSIBLE FOR THE CONIRACTOPS FUTURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT GoCURENTS FIELD MENSUREMENTS AND THE VERIFICATION OF FIELD DIMENSIONS ARE No[ PART OF THE STRUCTURAL ENGINEERS RESPONSIPIUry THE CONTRACTOR M151 CHECK ALL (ASSUMED) EXISTING CONDITIONS SHOWN ON THESE DRAWINGS FOR ACCURACY AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OMISSIONS FROM THE ORAWNGS OR SPECIFICANDNS OR THE INADVERTENT MISLABELING OF DETAILS OF WORK WNICH ARE MANIFESTLY NECESSARY TO GPM OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSIOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INAWERIENT MSTAR ELED DETAILS or THE WORK BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN ME DRAWINGS AND SPECIFICATIONS 9ECFLL FY9[EFEb1 ��E QIIIMG I®fCldll Trulelld Ab tms n mlr�� m�Ime` wmr xfLrpq[NI Ha.tipA URXW f NCI JIB CH 2O tS 2 25 J >M u M9A gll[Lr [glv[W ry[,i M WlC3'JN h+Ck4 o J4 RX]j Lr W wG ALI JIA IIT2 A CI[VAO$ V MISS( 45LAAd11 ICN.M t�CB 4CWOI{NL f6 ,W 1A1$V AN�'ii rr gr y}�. RENfll ri]/ N!IIlf :Y 7 Ae0.WEp s50M IrC p! r t!N >'SE Ap 11f p 11 jiA 1Cf L 3gA1 K12II ll(y-E PRIOR lO CONCRETE PLACEMENT, FADE- SPECIMENS FOR STRENGTH IESIS, PREFORM SLUVP AND AIR CONTENT ICBM AND D[r[AMNE I ASM C172 4. FLIT I900 10 NClrK ]WT]NJAAA.S 'J ]lane IaIIT[ "IC,3MII IWa .POI b 111 %]j•K31 A%{f C[i[g1Lt7A rqR 4.Mi. UDGm—LgWSCY.3 9TwPNi MENNAR BENG FORMED 1 ACI JIY'Z6 rcTi(9j or WILD rALEP S WAGRk VTH PA110N 0 IRS IO[NTFICAIgN VMNINLS Tp [DVfOAM Ip IRS SPECIFICATION 1 AISL 36o S[C LION A15 AND N INE AWRWED CQu (RUCTION DOCUMENTS WRCA�[ qS Y pprLvm IRSPcSrgR (R WELDING COMPLETE AND PARML PENETRATION GROVE WELDS X MS ON 1 1704 3 1 j PLUG AND/OVA SHOT WELDS X X 3 SINGLE PASS FILLET WELDS < S/HE' A K SHOP 5R,,'cAm 51FEL STRUCTURAL STEEL ELEMENTS FABRICATED AT SHOP WHICH 6 FULLY NSC NOI AEOMREO NOT REQUIRED 1IPP 25 QiTWEQ fgpvft M6- mincnu ITS IWECTI N 9AY - Iw - -- � - s[ tl�+CH if }'Qa IIC:aI iF121 if INSPECIIWS IN SHOP HARTHOPM HACEN ARCHITECTS 1725 BUT, AVe N Seattle, Washington 98109 206/285-3555 PRELIMINARY 1- AT FULL SCALE 11 no1 I lI this drawing has been reproduced, and IS not at posted scale GENERAL NOTES AND SPECIAL INSPECTIONS N.locl Ne. 161ej-07a2 aro.11 me OAMI u'— Bole 11a4 al. 2017 Revisions PSM CONSULTING ENGINEERS, INC. C 2200 SIXTH AVENUE. SUITE 601 ' ^ SEATT9LE, WA 121 v I Sheet SLo P: 206. 22.4590 1: 206,622.0422 Nvnrv.Psm-en9lne ers,com MASTER LAND USE APPLICATION A: RECEIVED DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South CITY OF nr7��� Federal Way, WA 98003-6325 Federal Way �A� � � 2oLY 253-835-2607; Fax 253-835-2609 wwwxityofrederal�vay_ci n CITY OF FEDERALWAY COMMUNITY DEVELOPMENT APPLICATION NO(s) A00 / 70 � R� Date . Project Name Property Address/Location S� Parcel Number(s) Project Description c PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI _ SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information C_ I e C__ Zoning Designation G Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type .a Construction Type Applicant Name: ?WC-1G CCj+ Address: StL Or /-)-Jc:;, lj City/State: SC_A,TrL!C_, WA, Zip: 416 Phone: p &2-ut 1_. 0 _'ate' Email: et/ CA CIA Lq 6 GC yj l�l CbN'L Signatur ►} Agent (if different than Applicant) Name: LYL G;Z 0� Address: 3H [ yL+ 2tis[' City/State:� WA5 f�l OR• P one: Oleo, to b Fax: 'L�Co SC1o"off Email:,IZ,t Signature: Owner Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 — January 1, 2011 Page 1 of 1 k:\Handouts\Master Land Use Application JACKSON I MAIN ARCH ITECTUR E January 13T", 2020 To the City of Federal Way 33325 8t" Avenue South Federal Way, WA 98003-6325 RECEDED JAN 14 2020 CITY OF FEDERAL WAY COMMUNfTY DEVELOPMENT RE: Written Narrative as Required for Pre -Application Conference Project: Ellanos Milk Silo Addition Address: 34114 2V Ave S. Federal Way, WA Narrative: 1 This project is the addition of three (3) 9,600-gallon milk silos and a small (400sf) entry vestibule to this area of the building for the Ellenos Yogurt company. Width the exception of the area of impact for the above -mentioned work there is no changes or alterations planned to: The site, site grading, site circulation, the building, exiting or any other work in any other way or form. The scope of work is: • An Expansion to the existing stair in this area for better circulation ■ A 400sf entry with shed roof, using the same building materials ■ A new slab area to support 3 milk silos (300sf±) 0 Pumps, electrical and other equipment as required to light, power and assist in the operation of the entry and these new silos. Sincerely, Larz Hitchcock, NCARB, LEED AP BD+C Senior Project Manager JACKSON I MAIN Architecture, P.S. 311 First Avenue South Seattle, Washington 98104 206.324.4800 P www.jacksonmain.com JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 1ACKSONMAIN.COM r �fl mimmmmm_u + S aF. !!h st Lakeland North rx Steel Lake Park Federal Way S312.1hSt The Common,; At federal Way '40\ 'elebration Park (LO 34114 21 st Avenue South S So illk, ti ::eote, Round Table Pzza CR Denny - cost--o Wholesale M Auburn s to Ellenos Milk Silos JM#: 18057 Jan 1 Oth 2020 Vicinity Map BAN 14 2020 MY OF FEDERAL WAY COMMUNrTY DEVELOPMEPF! RECEIVED JAN � � 2020 corOF FEDERAL WAY muNITY DEVELOPMENT A R C 1-4 1 T EO.TU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t206.324A800 WWW,JACkSONMAIN.COM an 4879 REGISTERED ARCHITECT GREGG A. i'ERCICH STATE OF WASNINGTON PROJECT NO. 18057,00 PROJECT MGR.- GP DRAWN BY; LH CHECKED BY: GP COVER SHEET Al■01 jAcKSON I MAIN ARCHITECTURE P.S. 62017,