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Permit D19-0177 - SHASTA BEVERAGES - STRUCTURAL SUPPORTS FOR SUSPENDED MACHINE CATWALK
SHASTA BEVERAGES, INC CATWALK 1227 ANDOVER PARK E EXPIRED 12/24/19 019-0177 Parcel No: Address: CitvmfTukwila Department mfCommunity Development 6]0OSnvthcenterBoulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-81'3670 Inspection Request Line: Z06'430'9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 3523049072 Permit Number: D19'0177 lZZ74NDOVERPARK E Project Name: SHASTA BEVERAGE, INC - CATWALK Issue Date: 6/27/2019 Permit Expires On: 12/24/2019 Owner: Contact Person: Nome: NATIONAL BEVERAGE CORP 8100SVV18TH5TSTE4000, PLANTATION, WA, 33324 l9lG8ONARD8SW, 5EAlTLE,WA, 98116 Contractor: Name: OWNER AFFIDAVIT ONFILE ''' License No: Lender: Name SH45T«BEVERAGE, INC Address lZ27AND0VERPARK E'TUKVV|LA, VVA,98I88 Phone: Expiration Date: DESCRIPTION OF WORK: ADD STRUCTURAL SUPPORTS FOR SUSPENDED MACHINE CATWALK PER PLANS, Project Valuation: $5,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: 11113 Electrical Service Provided by: TUKWILA Fees Collected: $397.04 Occupancy per IBC: Fl Water District: TUKWILA 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: YVACities Electrical Code: VVA[l96-46O: Code: ublic Works Activities: [hanne|bubun/Shpin8: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: (0-) 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 regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: z -� 'S� •-'c' Print Name: c.S 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: 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. 2: 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. 3: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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, 9: Structural Observations inaccordance with |.D.[Section 17O9brequired. Atthe conclusion ofthe work included inthe permit, the structural observer shall submit tothe Building Official awritten statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 10: Masonry construction shall bespecial inspected. 11: VALIDITY UFPERMIT: 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 togive authority toviolate orcancel the provisions ofthe code n,other ordinances ofthe City ofTukwila shall not bevalid, The issuance ofvpermit 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 DU|LD|NGF|NAL*~ 0409 FRAMING 4046 S| EPDXY/EXP[ONC 4004 51'VVELD|NG CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: otp10_30 12-10310 (For alike 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 or by fax. **Please Print** SITE LOCATION 352304-9072 King Co Assessor's Tax No.: Site Address: 1227 Andover Park East Suite Number: Floor: 1 Shasta Beverage, Inc Tenant Name: New Tenant: J Yes 0 . . No PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206_433_8997 Fax: Email: dkehle@dkehlearch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: David Kehle, Architect Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle, State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com ENGINEER OF RECORD Company Name: Shutler Consulting Engineers, Inc Engineer Natne: John Headland Address: 12503 BelRed Road. Suite 100 City: Bellevue State: WA Zip: 98005 Phone: (324) 450-4075 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Shasta Beverage, Inc Address: City: State: Zip: HAApplicationsWomis-Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 5,500 Describe the scope of work (please provide detailed information): Add structural supports for suspended machine catwalk per plans Existing Building Valuation: $ 1.3 Million Will there be new rack storage? fl Yes No 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 Consh-uction per IBC Type of Occupancy per IBC l' Floor 107649 480 0 0 III-B Fl 2"d FIOOT 3,317 0 0 III-B Si 3"1 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 193,170 Floor area of principal dwelling: 0 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: 49 Compact: Handicap: 2 Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gj Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? D Yes [1) 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:lApplicationsWorms-Applications On Line \2011 ApplicationsTermil Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 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 (eurrent edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEWOR AUTI1O11ZED AGENT: Signature: Print Name: David Kehle Mailing Address: 1916 Bonair Dr SW Date: 05/29/2019 - Day Telephone: 208-4338997 Seattle City WA 98116 State Zip HAApplicationsWoons-Applications On LineVe I l ApplicasionsWermit Application Revised - 8-9-11,doca Revised: August 201 / bh Page 4 of 4 Cash Reg. ster Receipt City f Tukwila DESCRIPTIONS 1 ACCOUNT I QUANTITY ( PAID PermitTRAK $255.08 D19-0177 Address: 1227 ANDOVER PARK E Apn: 3523049072 $255.08 Credit Card Fee $7.43 Credit Card Fee R000,369.908,00,00 0.00 7,43 DEVELOPMENT $237,05 PERMIT FEE R000.322.100.00.00 0.00 $212.05 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $10,60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18016 R000.322.900.04.00 0.00 $10.60 $2.55.08 Date Paid: Thursday, June 27, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 027144 Printed: Thursday, June 27, 2019 2:11 PM 1 of 1 t,,,6440 Y 7E45 c CO TUKWILx ETRxxIT 8280 BJUTHCENT[R 8LVD TUKWIL4' WA 98188 286'433'1870 CITY OF TUKWILA Date: 06/27/2019 02:10:29 PM CREDIT CARD SALE VISA CARD NUMBER: ********~*5811 K TKAN AMOUNT: $255.08 APPROVAL C0: 027144 RECORD #: 008 CLERK ID: Bill Thank you! Customer Copy Receipt Number R17786 DESCRIPTIONS 1 ACCOUNT 1 QUANTITY PAID PermitTRAK 41.96 D19-0177 Address: 1227 ANDOVER PARK E Apn: 3523049072 $141.96 Credit Card Fee $413 Credit Card Fee R000.369,908,00 00 0.00 $4,13 DEVELOPMENT $137.83 PLAN CHECK FEE R000.345.830.00 00 0.00 $137,83 TOTAL FEES PAID BY RECEIPT: R17786 $141.96 Date Paid: Monday, June 03, 2019 Paid By: NICHOLAS D HEATON Pay Method: CREDIT CARD 003811 Printed: Monday, June 03, 2019 1:41 PM 1 of 1 SYSTEMS CO TUKNILA ETKAKIT 0200 SOUTHCENTEK BLVU rUKWILA' yx 98188 206-433l870 CITY OF TUKwILx Date: 06/03/2019 0I:40:43 PM CREDIT CARD SALE VISA [xKD NUMBER: +*********9037 K TRxN AMOUNT: $14I.96 APPROVAL [o: 003811 RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy Envelope Summary ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3 & R4 over 3 stories and all R1 Revised Jun 2016 Project Info Compliance forms do not require a password to use. instructional and calculating cells are write -protected. Project T Applicant Infonnation. Provide contact informationinfornation for individual who can respond to inquiries about compliance form information provided. Company Name: V4j141 Velelaotie Company Address: Applicant Name: lailn dimicowt Appficant Phone: Applicant Erna": h le e eikleitieattk ,CosA Project Description O New Building 0 Addition Date - For Building Department Use Alteration Occupancy Type Selection required to enable forms. • All Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 Envelope Compliance Path Selection required to enable forms. O Prescriptive 0 Component Performance 147 a4MACIg eiwaore Component Performance Calculation Type Selection required to enable ENV-UA and ENV-SHGC forms. O Standard 0 Change of Occupancy/Conditioning isb oratto.s pe El Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thermal envelope performance is 15% lower than the Target UA, Air Barrier Testing O Air barrier testing per Section C402.5.1.2 included in project scope O Additional Efficiency Package Option - C406.9 Reduced Air Infiltration To comply, demonstrate that measured air leakage of building envelope does not exceed 0.25 cm/?2 (air barrier surface area) under test pressure of 0.3 inch w.g. Air barrier testing not required Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet Component Performance - Enter values in ENV-UA and/or ENV-UA-GROUP-R worksheet. These values auto -fill from ENV-UA and are write -protected on ENV - Total Vertical Fenestration (rough opening) Gross Exterior Above Grade % Vertical divided by Wall Area times 100 equals Fenestration X 100 = Total Skyl divided by Gross Exterior Roof Area times 100 equals % Skylight X 100 = Fenestration Area Compliance Vertical Fenestration Alternates Vertical Fenestration Area Skylight A RECEIVED RECEIVED CITY OF TUKWILA D k 2019 w'UN 0 3 2u19 BHC Consultants, LRMJT CENTFR O High performance fenestration U-factors and SH O Dedicated outdoor air system per C402.4.1.4 a Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary daylght zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Toplight c) Refer to Chapter 2 for net floor area O In buildings a 3 stories, 25% or more of NET floo O In buildings < 3 stories, 50% or more of CONDIT C402.4.1.1 Dayl ght Zone Ca Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Da Zone A Spaces in Single Story List all enclosed spaces that exceed 2,500 ft2, have Building Requiring Skylights types required to comply with this provision. E U FOR *NED flcARlRRQME,tight zo culation I ight To -I' rcent • Zone Area Zone . .1 per ylight ea right greater than 15 ft, and are space Space 1 Area (ft2) Code requires a minimum of 50% of the floor area to be within a skylight dayfight zone for soecific soace Noes. Refer to C402.4.2 for a DLZ Area (ft2) SRR or Aperature Exception Lighting Summary Buildings indudio R2, R3, R4 over 3 stories and all R1 Revised August 2016 IIyI Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Pr'lect Title: ,tWbt Date Applicant Information. Po*Je contactinfosmationindividual who can respond le inquiries about compliance forrn infonnaton provided. For Building Departm nt Use , • , Company Name: Applicant Nam . Appicant Phone : , , . :,„ ,. , Applicant Email: , . I ' CM • ProjectDescription 0 New Buliding 0 Addition Nteration 0 Plans Included SUM fomi (included in envelope forms wondrook) with lighting complliance fomis. Thu' ding Additions Refer to Section C502.2.6 fcraddltional requirements. ......... Compllanca Method Iteiior lighting Exteiior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project 0 0 Lighting systems in addition are combined with toasting building fighting systems to demonstrate compliance 0 0 Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE fonn. For exterior lighting projects, include new + exisling exterior lighting Wine wattage in Proposed Tradable and Proposed Non-Tradabie Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Alterations Select all Lighting Power and lighting Control elements that apply to the scope the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures we replaced in ome spaces, and 5096 or more of the xtures are replaced in others, then provide separate fighting power compliance forms for the two retrofit conditions. Spaces undergoing the sam type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Extenorlighting 50% or more of existing are replaced 0 0 0 Less than 50% of existing are replaced 0 0 0 Larap and/or ballast replacement only — exst1n9 total wattage not increased O 0 0 more replaced - Total lighting power of new + existing IPA per Sections C405.4.2 and C405.5.2. Include new + existing Lighting Wattage table in LTG-INT-BLD. LTG-INT-SPACE or Less than 50% replaced - Total lighting power of new + existing-to-semain toM fighting power prior to alteration. Include new + existing -to Waltage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT 50% threshold applies to number of luminaires for interior1ntoiiorpacsendparkin9 installed wattage for extelior luminaires. -to -remain fixtures shall comply with -to -remain fixtures in Proposed LTG-EXT fonn. fixtures shall not exceed -remain fixtures in the Proposed Lighting fonn. ga,agos, and total total the RPVIE FOR. lighting Controls 1 Interior lightin 'hting New wiring installed to serve added fixtures and/or fixtures relocated to new circutt(s) 0 APPROV D Nevi or moved lighting panel 0 JUPI 2 5 0 Interior space is reconfigured - luminaires urichanged or relocated only 0 ftyof New wiring or drcult - For intelior lighting, sensor controls per C405.2.1, daylight responsive controls per C405.2.5. For exterior lighting, New or moved panel - Provide all applicable time switch controls per C405.2.2. Reconfigured interior space - Provide Application specific lighting control provisions provide requ co • • - • • : i• (i •••3. . • - Y IightIng Wiling and automatic a new interior space. spaces. provide requ = • o. . lighting controls as noted for New all required lighting conbels that apply to per C405.2.5 do not apply to reconfigured Change of Space Use RECE I V E.': L) r• • " I-- -,- . ........ 0 Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs, for the new space types per Tables C405 4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Cods in Proposed lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. ut\---vv-r-L-A JUN 0 3 2019 PERMIT CENTER SHUTLER MM. CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450-4075 FAX (425) 4504076 STRUCTURAL CALCULATIONS FOR: HANGING CATWALK SHASTA TI 1227 ANDOVER PARKWAY EAST TUKWILA, WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED JUN 25 2019 City of Tukwila BUILDING DIVISION DESIGN CRITERTA: JOB SHASTA TI SHEET NO. COVER OF CALCULATED BY AH CHECKED BY JH SCALE JOB NUMBER 10-23.04 DATE 5/22/2019 DATE CODE INTERNATIONAL EXISTING BUILDING CODE 2015 ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD 110 MPH ZONE, EXPOSURE 'B' SEISMIC DESIGN INFORMATION: Ss = 143.2% Sds = 0.955 Si = 53.4% Sd1 = 0.534 SEISMIC DESIGN CATEGORY `D' Revi vcid aid Approved for ompliance By onsuitants Date e/5/9 6 46 ,t-Applovea RECEIVED 1UN 0 4 2019 CITY OF TUKWILA BHC Consultants, I c PERMIT CENTER for S 'bstantial Compliance By BHC Consultants Date tow 0177 __ SHUTLER M- CONSULTING __111MI ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB .tF5'r"k- T1 SHEET NO. S' CALCULATED BY A DATE f/a 3 ) ►9 OF SCALE iry .1OSe_ ID AM SHUTLER JOB 1-A-s-r4 T1 II=1.1 CONSULTING 111..11110=11 ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 SHEET NO. CALCULATED BY AAt OF DATE 5/ a3 [141 SCALE MEMMEMMUMMINIMEM MMEMOMMEMMMEMMEM MEMMEMMIOMEEME SENS•EWE • EMI MMEMMINIMMEMEMM MMEMMEMMEMMEMMEM MEMMMENOWEEME MEM•MMEMMEMINIMM 1111 MI M IIMMINIM •ME MEM•MEM MMMENENMEM IMMO ME MEMO WANE MOMBEFEMMEMMEM 10111 INIMMEMMEMEM MEMOOMEMEMEMME MEMOMMEMMEMEMEM MIIMMEMMEMMOMME EMMEUMESOMMOMMEM MIMMEMMIIMMEMEM MINIMMOMMMEMMEEM MIIMPMEMMUMEM , MINEMEMMEMMEMEME ANIMMHIMMEEMMUME MMIONMEEM MEM IIMMEMMEMMEMEM MEMMEMEMMINIMMM MN MEMEMMEMEMMEN MU MEE= IIIMMEHEMEMMEM MEMMEMMEOMMEM MEMEMM-MMEM ME II UM OMMEMMEM MINIMMMEMMINIMM =MEE WOMEMI NM EASIMMWAIMMMEMEM MMEMMEMMOIMEMEMMO -MMEMMEMMEMMMEM ARM NM IIMMEMEMMEMEMMEMM MEMMEMEMEMEMIIMME MMINIMMEMMEMMUMME MEMMEMIIMMEMM MMEMMME MIMI MIIIM MEM • I MINI MEI IMO WM I =MOM 'MIME EMMEMEMMEMEMMEMNEMMEMMEMMEM MORSE= MEM MUM MEM MUM mm•mm•mu MI UM 111101111MMEMMEMEM IIMMEMEMEMMEMME MIIMMEMMMEMMIIMM MMEMEMMIIMMEMEM MENIMMIMMIMMEM =ME =MU•MUM= ME•ME•MEM•MEM mm ispAri OM. 05 MI MMINIMMAIIMM m•mom II m MIMI Ems MMILAMM•DIVECEMEMINIM mmill AMMO mirmarameramou 111111MMEMMEMMEMEM MEMMMINIMMMEMEMME MEMMEMMUMMEMIIMMO MEMEMEMMIMME MEMMINIME MMEMMEMM•MEM= •MO Imo CUMBMEMMEMEM mom EMMMEEMEEMM MEM momm•M MOM•MEM ••=MO m mom IMO UWE Emmom mmil mommim Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5-3 Printed: 1 4 MAY 201 9, 8:03AM General Beam Analysis Lic. # KW-06000346 Description : Pudin at Catwalk General Beam Properties File =C:\UsersVvidy\DOCUME-1\ENERCA-11Shasta,m6 Software *ght ENERCALC, INC. 1983-2018, Build:10.18.12,13 . Licensee : SHUTLER CONSULTING ENGINEERS Elastic Modulus 1600 ksi Span #1 Span Length = 19.50 ft Area = 46.375 InA2 Moment of Inertia = 678.48 inA4 D(0.2)1140.8) D(0. S(0.2) D(0.2) L(O.8) Span = 19.50 ft Applied Loads Uniform Load : D = 0.080, S = 0.20 k/ft, Tributary Width = 1.0 ft Point Load : D = 0.20, L = 0,80 k @ 6.50 ft Point Load: D = 0.20, L = 0.80 k @ 13.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 16.132 k-ft +D+0.750L+0.750S+H Span # 1 9.750 ft 0.604 in 0,005 in 1.033 in 0.003 in Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 387 44607 226 75766 3.043 k +D+0.750L+0.750S+H Span # 1 0.000 ft Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Segment Length Span # M V Mmax + Shear Values (k) Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Ve Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 19.50 ft 1 16.13 16.13 3.04 Dsgn. L = 19.50 ft 1 +D+L+H Dsgn. L = 19.50 ft 1 +D+Lr+H Dsgn. L = 19.50 ft 1 +0+S+H Dsgn. L = 19.50 ft 1 +D+0.750Lr+0.750L+H Dsgn. L = 19.50 ft 1 +D+0.750L+0.750S+H Dsgn. L = 19.50 ft 1 +D+0.60W+H Dsgn. L = 1950 ft 1 +D+0.750Lr+0.450W+H Dsgn. L = 19.50 ft 1 +D+0.750S+0.450W+H Dsgn. L = 19.50 ft 1 +0.60D+0.60W+0.60H Dsgn. L = 19.50 ft 1 +D+0.70E+0.60H Dsgri, L = 19.50 ft 1 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 19.50 ft 1 +0.60D+0.70E+H Dsgn. L = 19.50 ft 1 5.10 10.30 5.10 14,61 9.00 16.13 5.10 5.10 12.23 3.06 5.10 16.13 3.06 5.10 10.30 5.10 14.61 9.00 16.13 5.10 5.10 12.23 3.06 5.10 16.13 3.06 0.98 1.78 0.98 2:93 1.58 3.04 0.98 0.98 2.44 0.59 0.98 3.04 0.59 Shutler Consulting Engineers, Inc, 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 Fax (425) 450-4376 Project Title: Engineer: Project ID: Project Descr: 5- Printed: 14 MAY 2019, 8:03AM General Beam Analysis Lic. KW-06000346 Description : Purtin at Catwalk Overall Maximum Deflections File = CAUses1Andy1DOCUME-1LENERCA-11Shasta.ec6 Software right ENERCALC, 1NC. 1983-2018, Build:10.18.12.13 Licensee : SHIJTLER CONSULTING ENGINEERS Load Combination Span Max. "-" Defl Location in Span Load Combination Max. Defl Location in Span +D+0,750L+0,750S+0,5250E+H Vertical Reactions Load Combination 1 Support 1 1,0326 9.848 Support2 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum Overall MINimum +1D+H +D+L+H +D+Lr+I-1 +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0,750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+0,750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only E Only H Only 3.043 0.980 1.780 0.980 2,930 1.580 3.043 0.980 0.980 2.443 0.588 0.980 3.043 0.588 0,980 0.800 1.950 3.043 0.980 1.780 0,980 2,930 1,580 3.043 0.980 0.980 2,443 0.588 0.980 3.043 0.588 0.980 0,800 1,950 SHUTLER - CONSULTING M ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB PrSTA Y I SHEET NO. 5-5 CALCULATED BY R14 DATE /23/ f� SCALE OF ME ME ME MEM ME IIMMEMM MEM ■ : .u■■■■u.■■■■.■ .■[ii1 •Ea■EiEli■uu■■ EMMir SEEM R .1RMM!M I L•} ■UE1t: E MEMuu ■■a.■■■■■■■.•■■. 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MN matimmummsm ••m...ma_J`.m`.r_ mo •.uuu■■uu m•■ -_ SHUTLER E_ CONSULTING -_IIIMI ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 t) WM i U) VAA Ceti tr JOB 514R- sTh T SHEET NO. 5 - 6 OF CALCULATED BY 1 DATE SCALE ti RAtC_ FRS v -1> -PR Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5- 7 Steel Column Lic. # : KW-06000346 Description : Catwalk Brace Code References Printed: 22 MAY 2019, 2:09PM File = CAUsers Andy1DOCUME-11ENERCA-1 Shasta.e6 . S yright ENERCALC, INC, 2 uild:10.18.12.13 0 Licensee : SHUTLER CONSULTING ENGINEERS Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-16 General Information Steel Section Name : HSS2x2x1!4 Analysis Method : Allowable Strength Steel Stress Grade Fy : Steel Yield 46 ksi E : Elastic Bending Modulus 29,000.0 ksi Applied Loads AXIAL LOADS .. . Axial Load at 4.0 ft, Yecc = 1.0 in, E = 0,50 k DESIGN SUMMARY Overall Column Height 4 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X-X (width) axis: Unbraced Length for X-X Axis buckling = 4 ft, K = 1.0 Y-Y (depth) axis : Unbraced Length for Y-Y Axis buckling = 4 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are Pa :Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Va :Applied Vn / Omega : Allowable Steel Section Properties : HSS2x2x114 Depth Design Thick Width Area Weight 5.410 pit 2.000 in 0.233 in 2.000 in 0250 n Ycg 1.510 inA2 0.000 in 0.01893 : 1 +D+0.70E+0.60H 4.0 ft 0.350 k 30,423 k -0.02917 k-ft 2.213 k-ft 0.0 k-ft 2,213 k-ft 0.000728 : 1 +D+0.70E+0.60H 0.0 ft Ixx S xx R xx Zx I yy S yy R yy 0.007292 k 10.020 k Maximum Load Reactions Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y Maximum Load Deflections ... Along Y-Y -0.003441 in for load combination :E Only Along X-X 0.0 in at for load combination : 0.75 inA4 0.75 inA3 0.704 in —H'64-triA3 0.747 inA4 0.747 in"3 0.704 in at 0.0 k 0.0 k 0.01042 k 0.01042 k 2.336ft above base 0.0ft above base 1.310 inAti 1.410 inA3 r � City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Expired Permit Reinstatement — D19-0177 Shasta Beverages, Inc. — Catwalk —1227 Andover Park E Dear Mr. Kehle, This letter is in response to your request to re -open the already expired permit D19-0177. The Building Official has reviewed your letter and determined that the City of Tukwila Building Division will not be re -opening the permit. A notice was mailed to the designated contact for this permit (David Kehle) a full month ahead of expiration (letter was dated and mailed November 1, 2019) which provided two options to keep the permit in good standing. The first was to continue construction and have an inspection and the second option was to submit for extension at least (7) days in advance of the expiration date. The request we did receive was received (7) days after the actual expiration of the permit. This is why your request for extension has been denied. In order for work to continue and inspections be conducted, a new permit will need to be issued. To do this, complete and submit a new application with two copies of drawings and documents. As with the original submittal of the permit, this submittal will need to be made in person. If you wish to discuss the determination made, please contact the Building Official directly at 206 431- 3675. Sincerely, Bill Rambo Permit Technician File: Permit No. D 19-0177 ?-a Tukwila City Hall • 6200 Southcenter Boulevard • Tukvvila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov david kehle January 15, 2020 Request for Permirtxtension # Current Hxpiration DaLe: Extension RequesL: A pprov ed 101: Denied ;iire% City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Permit Extension EL19-0287 QC Lab Permit Extension EL19-0390 Maintenance shop Permit Extension D19-0177 Catwalk Dear Mr. Hight, t, • chlys Sigmatureitnitials I am in receipt of letters from Bill Rambo, permit tech, that the above permit will have expired. I am asking for an extension to this permit for the following reasons: 1. There are ongoing owner revisions due to construction inadequacies that need to be resolved that will impact the permits. QC Lab had a revision resubmittal and has not been re approved. 2. The maintenance shop electrical inspection was dropped by Shasta due to a personnel change recently impacting call for inspections. 3. There are sequences of projects that need to be completed prior to having final inspections occur due to limitations on space in the facility ( ie build this first and then build the next which takes longer to complete). This has impacted the Catwalk construction and therefore there was nothing to inspect. This was scheduled to be constructed this next week, so extension on this is critical. 4. There are on going City concerns that are being addressed delaying construction and inspections. This impacts the QC room and Glycol Room 5. There are some cost implications of the construction which impact cash flow for construction. I believe these are adequate to allow for the extension of the permits. Sincerely, 1916 Bonair Drive S.W. Seattle, WA 98116 RnEIVEID 07-rtf TIMILA JAN 1 5 MO MENCE CEVE'L-- (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 11/1/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. D19-0177 SHASTA BEVERAGES, INC - CATWALK 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/24/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Officialand state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/24/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0177 6300 Southcenter Boulevard Suite 4100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ‘s, City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director June 4, 2019 William Hill, CBO, ACO BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Supplemental Nonstructural Review Development Permit D19-0177 Shasta Beverage — Catwalk — 1227 Andover Park E Dear Mr. Hill, Please review the enclosed set of plans and documents for compliance with the 2015 International Building Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you have any questions regarding these drawings and/or the scope of work feel free to contact David Kehle (Project Design Professional in Responsible Charge) at 206- 433-8997 or Jerry Hight (City of Tukwila Building Official) at 206-431-3675. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, / Cbt/tda ) Kandace Nichols Permit Technician end File: D19-0177 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov r / dam kehle c),„ May 29,2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Suspended Catwalk Dear Mr. Hight, RECEIVED CITY OF TUKWILA JUN 0 3 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, drawings and calculations for the suspended catwalk for equipment including structural engineering by Shutter Consulting Engineers, Inc.. There are no other permits needed for this work I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PEhiviff CQORO COP( PLAN REVIEW/ROL TING SLIP PERMIT NUMBER: D19-0177 DATE: 06/03/19 PROJECT NAME: SHASTA BEVERAGE, INC - CATWALK SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Akt Building Division Public sA- kti Al° -)s-rc Hs /17/4_ 40_ Fire Prevention Planning Division Structural Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/02/19 Approved Approved with Conditions 12/ Corrections Required Denied (corrections entered in Reviews) (le: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW Staff Initials: 12/18/2013 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanRci.tukwila.wa.us Permit Center/Building Division 206 43i-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONT'RAC.71'OR REGISTRATION PERMIT NOr C\ — ° STATE OF WASHINGTON) ) ss. COUNTY OF KING • , states as follows: [please print name] 1. I have made application for a permit from the City ofTukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number ( , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. A We ,o,""114 • \Co 1#4,. 1.113V //, •'‘..11711, „ S•29•1:or47 •)" ..44t1%%•00" \ F Owner/Owner's Agent* Signed and sworn to before me this Z day of , 20 k NO ARY PUB C n and for the State of Washington Residing at 0 Name as commissioned: , County /LW My commission expires: OS (0)9 /I ), 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: i. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; to. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential, specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while•performing plumbing work. " Per Washington State Department of labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. NORTH OVERALL SITE PLAN SCALE: i" = 20' WAWD \ �r VALVE Z12 SEWER MANHOLE A RIM = 23.82 " PIPE N - 16.49 12' PIPES 16.53 8' PIPE E = 16.53 8' PIPE W = 16.53 (PIPES PVC OR D.I.) LIGHT d—BOX \�k FIRE HYDRANT WATER VALVE 0 rIGtR A VALVE ,EX. SEWER MANHOLE A RIM = 25.39 tY PIPE N - 1&16 12' PIPE S - 18.20 8' PIPE E = 18.20 8' PIPE W = 18.20 (PIPES PVC OR D.I.) FIRE HYDRANT SEWER MANHOLE A 25.39 PIPEN=18.16 PIPE S = 18.20 8'PIPE E= 18.20 8' PIPE W = 18.20 (PIPES PVC OR D.1.) PROJECT STATISTICS: BUILDING CODE ZONING: CONSTRUCTION TYPE OCCPANCY GROUP: TOTAL BLDG AREA: fi EX, OFFICE (B) j EX. FACTORY (F11) AREA OF DEMO PARKING: 2015 IBC TUC III B ESFR SPRINKLER F1,S1,3 107,649 SF 3,317 SE 104,332 SF 156 SF FIRST FLOOR,156 SF SECOND FLOOR 51 (NO CHANGES) LEGAL DES"CRIPTON: POR OF GRIDLINE 1'IN NE 1/4 OF SECTION 35-23-D4- BEGIN NE CORNER OF GRIDLINE 1 THEN N 87-44-08 W. ALING N LINE OF GRIDLINE 1 449.48 FT THEN S 01-51-39 W 458,87 FT THEN N S9-08-21 W 30 FT TO TPOB, THEN 01-51-39 W 411 FT THEN N 88-08-21 W 470 FT THEN N 01-51-39 E 411 FT THEN S 88-08-21 E 470FT TO TPOB TAX EARGEL NUS 15EfR 35230413012 SCOPE OF WORK NEW SUSPENDED CATWALK FOR CONVEYOR SYSTEMS PER PLANS REVISIONS No changes shall be made to the scope Of worK without prior a —al of the Tukwila Guildinq NOTE: Revisions will re,; -fa anew plan submittal and may include additional plan review. 6ITE P. S. .. 0QJN E f �=, &H,45T,4 5EVEf;P,,4C:;E INC 1227 4ND0\' F f=AFKUJA4 ' EA&T TUKUJ I L A, UJ 4 98188 STRUCTURAL FOR FOOTINGS SHUTLER CO`NS`ULTING ENGINEERS 1P503 BEL--RED ROAD BELLEVUE, WA 98005 OEC.2.4 2019 REVIEWED FOR CODE COMPLIANCE APPROVED ��JUN 2 5 2019 f.' � City of Tukwila BUILDING DIVISION SEPARATE PERMIT RE RED FOR: ElZechanicai Electrical Yf—Piumbing Gas Piping City of Tukwila BUILDING DIVISION FIL C®F'1( Permit No. Plan review approval is subject to error; and omissions Approval of COnstruCtfon docutnents does 'tor autn.9Ze the violation of any adopted code or aaramance Receipt of approved Field Copy and Conditions IS aCKn Date CAN of Tu"wita BUILDING DIVISION and d ArQiJ1QV@(71 3 b8tLini,I Cam li By �,I' � ante 4Nyns"ailts Date RECEIVED RECEIVED CITY OF TUKWILA JUN 0 § 2019 JUN 0 3 2019 RHC Consultants, LLR.ERMIT CENTER 11 'A L.000" ""7 e'r— �t CADocuments and Settings\AII Users\Documents\CAD\2019\1901 Shasta\SUSPENDED CATWALMsite ppt . wg, SITE to to N N W ox (L U- 4' 11 EXISTING TUBE CONNECTIONS TO ROOF 6TRUCTUIRE AF,F,Rox10'. VERIFY IN FIELD, 1 1/2" DIA PIPE GUARD RAIL BETWEEN VERTICAL SUPPORTS, MAX. NO MORE THAT 21" DIA SPHERE PASS THRU METAL DIAMOND OPEN CATWALK + GRATING 51DE SECTION CATWALK SCALE- 3/4" z 1'-0" SEE STRUCTURAL 5HEET5 FOR CONNECTIONS NOTES 1. 1 1/2" DIAMETER PIPE RAILS (FAINT SAFETY YELLOW FOR GUARDS OF EAUIPMENT PLATFORMS, SECTION 50531 2. GUARDS To BE 42" ABOVE DECKING WITH LESS THAN A 21" DIA SPHERE PASSING THRU (EXCEPTION 3,1015.4) 3. PROVIDE SPRINKLER PROTECTION UNDER CATWALK AS MAY BE REQUIRED BY FIRE CODES. 5U6FENDED CATWALK EX. FENCING NO CHANGE EX, FIRE DEPARTMENT GATE TO ADJ HYDRANT NO CHANGES OvEfRALL FL00fR FL NORTH CATWALK SCALE: P = 20' CRY of Tuk, v7 BUILDING DI\ ................... ....... RECEIVED CITY OF TUKWILA jUN 0 3 2019 PERMIT CENTER CADocuments and Settings\ I All Users\Documents\CAD\2019\11901 Shasta\SUSPENDED CATWALMoverall floor plan two.dwg, O\dwg, 3 I M n3 n7 n9 R n13 n15 n17 I,0) T T T ±321--o" T T T T 80' 6" 20'-0", 220'-6" 1 40'-6- 40'_0i_� 40'-0" 40'-0- 40'-0" 40'-0' 40'-0" 40'-6" EXISTING BUILD ING ADDITION (E)2x4 JOISTS (E)4x 4 PURLINS @ 24"o.c. (TYP.)--\ @ 8'-0"o.c. (TYP.) 22'- 6"1 12, '-6"� -(E)4x1 @ 8'-rox. I PURW (T(P.) S OI 4-c-I 0 t 2' ExIS_ TING SHEAT"), r oNN _j F_ 1.0 @SEE o �2 nD- —_ I C 1 .01 PARTIAL PLAN ENLAR,:ED —REINF R004F S w (N)FxMTF RCE EXI PURLINS TING WHICH I CATWALK THIS SHEET _ _ MEMBERS (SEE A-1.0) 10) t t t t D c- T-7 iD T T I T 20'-6" 20'-0' 20'-0" 20'-0" 20'-0" 20'-0" 20*-0" 201-o"120'-0" 20'-0' 20'-0' 20'-0" 20'-0" 20'-0': 20'-0" 20'-6'_ ±321"-O" _L 1 1 _L _L _L -L I _L _L J_ 1 NROOFSCALE: FRAMING PLAN. _ 1 NOTES: (E)4x ROOF PURLIN MEMBER (E)2x STIFFENERS-/ �—ATTACH MEMBERS TOGETHER w/lOd COMMON NAILS (E)2-(Y4" MINIMUM) E-1.0 @ 12"' (STAGGERED) LAG BOLTS MINIMUM) (N)2x MEMBER PER ROOF PLAN (E)ANGLE FRAME TO HANG CATWALK—/ SECTION A-1.0. SCALE: -3/4"=l'-O" 4 -(E)P.0 PANEL T, 67- T%x3xO'-8" w124,"O HILTI KWIK BOLT TZ (EMBED 34") 4'-0" _(E)HANGING COLUMN -(E)METAL GRATING 4" TOTAL WELD LENGTH TO CATWALK STRUCTURE SECTION B-1.0 SCALE: 3/4"=1'-O" 10'-O"O.C. TYP. (E)DIAMOND GRATING (N)STAIRS TO AIRVEYOR PLATFORM --7�7 _MEMBER_ F(N)HSS BRACE (N)HSS BRACE PER B-1.0 PER B-1.0 . 0 (E)HANGING .1 CATWALK COL. I rl a (TYP.) B- 1.0 1 B-1.01 I! PARTIAL CATWALK PLAN. SCALE: )4"=l'-O" NOTES: 1) VERIFY EXISTING CONDITIONS IN THE FIELD, NOTIFY ENGINEER OF DIFFERENCES 43x3xy4xo,-3" wIY2"O KWIK BOLT TZ (EMBED 3)/4") 7- /—EDGE (KICK) PLATE PLAN AT ENDS .C. AT ENDS HSS2x2x5/16 BRACE @ 10'-0"o.c. MAX. GLE(E)GRATING w1242"O HILTI SUPPORT KWIK BOLT TZ's MEMBER (EMBED 3Y4") SECTION C-1.0 SCALE: %"=l'-O" /--(E)CATWALK COLUMN TYP.II II (E)METAL ENDEACH 3" MIN. N. STRINGER ��'V4 li (E)GRATING SUPPORT MEMBER —(N)STAIR ACCESS TO HANGING CATWALK (C10xl5.3 MIN.) MAKE A WELDED CONNECTION TO AIRVEYOR PLATFORM TO MATCH THE CONNECTION SHOWN SECTION D— 1.0 SCALE: 3V4"=l'-O" GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = 11 LIVE LOADS: ; UNIFORM LOADS LOCATION LIVE LOAD REDUCIBLE SLAB ON GRADE (SEE SLAB ON GRADE NOTES) ROOF 25 PSF (SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WIND SPEED (BASED ON TABLE 16093.1 OF IBC 2015): V,,,, = 110 MPH V.d = 85 MPH EXPOSURE"B" X= 1.0 K.=1.00 SEISMIC DESIGN INFORMATION: SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERALFORCEPROCEDURE. R 5.O no 10 Ss 143.2% SDS .955 S, = 53.4% SO, .534 TE = L0 SITE SOIL CLASS = E SEISMIC DESIGN CATEGORY= D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY HILTI, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-1917. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS BY A THIRD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. STRUCTURAL STEEL: SQUARE HSS SECTIONS SHALL CONFORM TO ASTM A500, GRADE C (Fy = 50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi), APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS DIA AND D1.8 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. FRAMING LUMBER: REFERENCE DESIGN VALUES 2x MEMBERS ....................... ................ D.F. #2 ............. ............. . ........... Fb = 900 psi LUMBER NOT NOTED SHALL BE D.F. #2 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES -- 2011 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL STEEL SECTION. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND 1.()(,-,Al, CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FORALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES ETC. MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE, GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. STAIRS: STAIRS TO BE DESIGNED BY OTHERS. SHOP DRAWINGS ALONG WITH STRUCTURAL CALCULATIONS STAMPED BY A LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER I' ' SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. STAIR STRINGERS SHALL BE C X 20.7 MINIMUM. STAIR LANDING SUPPORT POSTS SHALL BE HSS 3 X 3 X 3/16 MINIMUM. 12"o.c. TYR REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2019 City of Tukwila BUILDING DIVISION I (N) 2x MEMBER--J A35 FRAMING ANGLE AT EACH END OF EACH ADDITIONAL W\_(E) GLU-LAM MEMBER BEAM RECEIVED CITY OF TUKWILA JUN 0 3 2019 PERMIT CENTER SECTION E— 1.0. SCALE: 3/4"=1 '-O" ll� 4cv; A -Z E 2 rn U Ea3 as E g 2 @z E a z 0 ILIU) I.- LU co U) z Lu 00 00 z 0 (D LJJ a < 75; UJ (Z s) ry w _�e 0 U) >�e _5 < < (D 06 > 0 � 0- z uj 0- , w r CL 0 0 z > 0(_) LL _z 0 0 mz z <� < z CN LU r Lu 0 z U) LU z LU ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: . 0 1 OF 1