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HomeMy WebLinkAboutPermit D18-0210 - KIMCO REALTY - TRASH ENCLOSUREKIMCO REALTY - TRASH ENCLOSURE 1774 SOUTHCENTER PKWY D18-0210 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049005 17774 SOUTHCENTER PKWY Project Name: KIMCO REALTY - TRASH ENCLOSURE Permit Number: D18-0210 Issue Date: 8/15/2018 Permit Expires On: 2/11/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KIR TUKWILA 050 LLC/KIMCO 3333 NEW HYDE PARK STE 100 PROPERTY TAX DEPARTMENT, NEW HYDE PARK, WA, 11042 REID JENSEN 1429 AVE D - SUITE 227 , SNOHOMISH, WA, 98290 OWNER AFFIDAVIT KIMCO REALTY 4065 FACTORIA MALL SE #F10 , BELLEVUE, WA, 98006 Phone: (206) 300-3116 Phone: Expiration Date: DESCRIPTION OF WORK: REPLACE GARBAGE ENCLOSURE Project Valuation: $10,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $537.07 Occupancy per IBC: U Water District: HIGHLINE,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: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: 0 Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Y "' 141\ Date: 111 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. �( Signature. b& 4 11*Date: U Print Name: 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: Any material spilled onto any street shall be cleaned up immediately. 2: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 3: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 4: ***BUILDING PERMIT CONDITIONS*** 5: 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. 6: 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. 7: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 8: 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. 9: A final report documenting required special inspections and correction ofny 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Masonry construction shall be special inspected. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4022 SI -MASONRY 4028 SI-REINF STEEL -WELD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. N0— 0 2–t 0 Project No. Date Application. Accepted: 7.-D-4 g Date Application Expires: 1`1)--`16/ `1)--`1q (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 3523049005 Site Address: 17774 Southcenter Parkway Super Center Suite Number:22 Floor: 1 Tenant Name: Kimco Realty PROPERTY OWNER Name: Kimco Realty - Matt Barker Address: 4065 Factoria Sq Mall SE, Suite F10 City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: Reid Jensen - Jensen Group LLC Address: 1429 Ave D, Suite 227 City: Snohomish State: WA Zip: 98290 Phone: 206-300-3116 Fax: Email: RJ@JCLLC.US GENERAL CONTRACTOR INFORMATION Company Name: TBD Engineer Name: Jim Trueblood Company Name: N/A Address: Phone: 425-557-0779 Fax: Architect Name: City: State: WA Zip: Phone: Fax: City: Contr Reg No.: Exp Date: Phone: Tukwila Business License No.: Email: H:\Applications\Forms-Applicut ions On Line '2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Company Name: B & T Design & Engineering Inc Engineer Name: Jim Trueblood Company Name: N/A City: Issaquah State: WA Zip: 98027 Phone: 425-557-0779 Fax: Architect Name: City: State: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: B & T Design & Engineering Inc Engineer Name: Jim Trueblood Address: 250 E Sunset Way City: Issaquah State: WA Zip: 98027 Phone: 425-557-0779 Fax: Email: Jim@bntengr.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name pop P1 OLi 1 Address: City: State: Zip: Page 1 of 4 Q BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Of 00°- 00 Describe the scope of work (please provide detailed information): RC )u+c cL s Na Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 0 00 ❑.. No If yes, a separate permit and plan submittal will be required. Provide Ml Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes El 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. 11:\Apo lications\Forms-Applications On Linc`2011 Applications\Permit Application Rc, ised - 8-9-1 Ldocx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1`t Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El Yes El 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. 11:\Apo lications\Forms-Applications On Linc`2011 Applications\Permit Application Rc, ised - 8-9-1 Ldocx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Ttnprovements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line'2011 Applications\Permit Application Revised - 0-9-11.doex Revised: August 2011 bh Page 3 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 (current edition). 1 HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN S& b' AUTHORIZED AGENT: Signature: Print Name: R='d Jensen - Jensen Group LLC Day Telephone: 206-300-3116 Mailing Addres : 429 Ave D, Suite 227 Snohomish WA 98290 Date: 7/12/2018 H:Applications\Forms-Appllea( ions On Line12011 Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh City Statc Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ( PermitTRAK ACCOUNT QUANTITY PAID $19.06 D18-0210 Address: 17774 SOUTHCENTER PKWY Apn: 3523049005 $19.06 Credit Card Fee $0.56 Credit Card Fee R000.369.908.00.00 0.00$0.56 DEVELOPMENT $18.50 WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R15157 B640.237.114 0.00 $18.50 $19.06 Date Paid: Wednesday, August 15, 2018 Paid By: REID JENSEN Pay Method: CREDIT CARD 19241D Printed: Wednesday, August 15, 2018 10:09 AM 1 of 1 srsrerns Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $518.01 D18-0210 Address: 17774 SOUTHCENTER PKWY Apn: 3523049005 $518.01 Credit Card Fee $15.09 Credit Card Fee R000.369.908.00.00 0.00 $15.09 DEVELOPMENT $488.32 PERMIT FEE 8000.322.100.00.00 0.00 $292.01 PLAN CHECK FEE R000.345.830.00.00 0.00 $189.81 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $14.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14926 R000.322.900.04.00 0.00 $14.60 $518.01 Date Paid: Thursday, July 12, 2018 Paid By: REID JENSEN Pay Method: CREDIT CARD 93932D Printed: Thursday, July 12, 2018 1:45 PM 1 of 1 CRWSYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/15/2018 10:09:11 AM CREDIT CARD SALE VISA CARD NUMBER: **********5147 K TRAN AMOUNT: $19.06 APPROVAL CD: 19241D RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 8/15/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/15/2018 10:09:11 AM CREDIT CARD SALE VISA CARD NUMBER: **********5147 K TRAN AMOUNT: $19.06 APPROVAL CD: 19241D RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 8/15/2018 c � CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/12/2018 01:45:02 PM CREDIT CARD SALE VISA CARD NUMBER: **********5147 K TRAN AMOUNT: $518.01 APPROVAL CD: 93932D RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 7/12/2018 INSPECTION NO. INSPECTION RECORD Retain a copy with permit orto PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:_ —CV OCA Type of Inspection: -1-0-4(y- �,asd� E Address: G: / 7_'' Date Called: 1 / /)4 Special Instructions: % Wf /s /t'i6 AJC- Dat Wanted: C -3 9 a.m. p.m. Requester:4r Phone No: 7g2 to) 3' MIC. Approved per applicable codes. Corrections required prior to approval. MMENTS: Inspector: Date: REINSPECTION FEE/REQUIRED. Prior to next inspection. fee must be paid at 6300 Southc rater Blvd.. Suite 100. Call to schedule reinspection. 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N.O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PK, 1.12ct:Read 36 u.,f,Irttv10ction: vJ/JA-L- Address: Date Called: Special Instructions: ,/ r Date Wanted: i (— 13- zoi a.m. p' m. esker• c 3 ey E en 4ne Ph No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /Q /rifsi r pall % cM) 5"/T4' Inspector: •?‘ Date: //—/f —43 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bv-o2tO Project: K r-tco 2,eaLly Type of Inspection: (M ( (411711 -Ab , Address: /7 77'/ 50 �, ,- Date Cal e Special I structions: -r-ii Date Wanted: S� ' z0/ -ester: a.m. p.m. k ENO tx LA,r-t_. Reqquu Phone No: [Approved per applicable codes. Corrections required prior to aoojoval. COMMENTS: Cyvu 4 (J ALL S 7�1 f f6/ Inspectora) �) ) Date: /O/S—Za REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION DIES- e0.10 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Vi w+eb Rem—TY Type of Inspection: Address: Date Called: Special Instructions:. ,`-s©p Ay Date Wanted: /©-i018, , .m� p. . Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: E= .< ts-r- f f ,'?a)r- fie' /,.e f� Inspector: Date: /0-4-43 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit -ago PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:P T L 4 : PC- OF 2•i*3-1. KtAo 1 [ 6 r trf (d as -LI-• Address:wc. 79SWAG C.>�• p Date Called: ' Special Instructions: l "�ci ' " rwSli et- SMdr ` Date Wanted:_ a.m. -ZS -Zolf p.m. Requ er:•- n Phone No: X060 — 300-3/16 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: cme, Date: g_ zz.)// REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 11p111 Retain a copy with permit INNO. 1)/? -02 -lo PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: - bly Type of Inspect✓io�n: l Addres O Date ed: U Special"� Instructions: i� Dish r/1%_G�4Su� RI/1i Date Wanted: �% _' / - Z O !�/ • •. Requester: a Phone No: 2a0-3oo- 311E Approved per applicable codes. COMMENTS: •�d o 7I le -•• Corrections required prior to approval. It fl ta_r a rya/ Ak,.,) Feedr,a, reosiok) cPALc_ VVla :n/ Rctuw InspectoIC Date: REINSPECTION FEE REQUIRED. Prior to next inspect'fon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection. rn n m m 0 Il r �l B & T DESIGN & ENGINEERING, INC. P.O. Box 595 • Issaquah, WA 98027 • Phones: 425-557-0779 • Fax: 425-557-0765 : GI EEI►LNG KIMCO REALTY-SOUTHCENTER TRASH ENCLOSURE SK SECTION B/S1.1 (ALTERNATE) FOR KIMCO TRASH ENCLOSURE 17774 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 [CITY OF TUKWILA PERMIT APP. NO. D18-0210] GENERAL CONTRACTOR: REID JENSEN CONSTRUCTION 1429 AVENUE D - SUITE 227 SNOHOMISH, WASHINGTON 98290 [CONTACT: REED JENSEN: (206) 300-3116] SEPTEMBER 25, 2018 - SUBMITTAL [B & T PROJECT # 18081.0] RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER pe ENGINEERING 425-557-0779 PROJECT DESCRIPTION cit i4 1 .HEETNO.`'r1 OF 1-24* 1 �+y�,1� DES./.... DATE ¶/ 6 !1N ►Gl M 1 CHKIA.JOB NO. I exisi APP1-140444I.0N Hur1gpk., b1<3=0/40I erph+ (rN'cr) toz)) ri P6fi Wit✓.: L.41(t) /e3.P'4?$ 54) /641,t. •' �}} p E ` tr* Ci+ cot-. a 1. ENGINEERING B & T DESIGN & ENGINEERING, INC. P.O. Box 595 • Issaquah, WA 98027 • Phones: 425-557-0779 • Fax: 425-557-0765 KIMCO REALTY-SOUTHCENTER TRASH ENCLOSURE SK SECTION B/S1.1 (ALTERNATE) FOR KIMCO TRASH ENCLOSURE 17774 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 98188 [CITY OF TUKWILA PERMIT APP. NO. D18-0210] GENERAL CONTRACTOR: REID JENSEN CONSTRUCTION 1429 AVENUE D - SUITE 227 SNOHOMISH, WASHINGTON 98290 [CONTACT: REID JENSEN: (206) 300-31161 SEPTEMBER 25, 2018 - SUBMITTAL IB & T PROJECT # 18081.01 RECEIVED CITY OF TUKWILA SEP 2 5 2018 PERMIT CENTER PROJECT i DESCRIPTION Pt L\(.INELJtI\(. 425-557-0779 N� fivnitEpan104r IIEETNO421 OF 4'i. 1 DES . DATE TA 6 CHK .JOB NO. e IV 1 I NPLI'lkit }-cari•aZlo 6711+ (1-,-1-1-4. 6 ) r' pe-oL - I-1 / (t) V6.5" x 5 io "71P6 o r Gbtt4' G°L • ��-01. e-71.1 (A.z4-1 r 1^ t Jc 4/1/2019 (12) City of Tukwila Department of Community Development REID JENSEN 1429 AVE D - SUITE 227 SNOHOMISH, WA 98290 RE: Permit No. D18-0210 KIMCO REALTY - TRASH ENCLOSURE 17774 SOUTHCENTER PKWY 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 5/12/2019. 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 Official and 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 5/12/2019, 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, l d11 Kandace Nichols Permit Technician File No: D18-0210 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 23, 2018 City of Tukwila Department of Community Development REID JENSEN 1429 AVE D - SUITE 227 SNOHOMISH, WA 98290 d RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0210 KIMCO REALTY - TRASH ENCLOSURE - 17774 SOUTHCENTER PKWY Dear REID JENSEN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Engineers stamp with signature is missing date of signature on the plan sheet. Provide a new sheet with the date included on the signature and stamp. See general notes above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, ac e le Ripley Permit Technician File No. D18-0210 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0210 DATE: 07/31/18 PROJECT NAME: KIMCO REALTY - TRASH ENCLOSURE SITE ADDRESS: 17774 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Atoc co Building Division II Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ig PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/02/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 08/30/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: 12/18/2013 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIF PERMIT NUMBER: D18-0210 DATE: 07/12/18 PROJECT NAME: KIMCO REALTY - TRASH ENCLOSURE SITE ADDRESS: 17774 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: -1-48-(6 Ces,v, a�wG '1� Building Divisionr J\1 n Public Works Works A -M A/,1- Planning..VFire PreventionDrvtsiot§ Structural n Permit Coordinator I PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 07/17/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 08/14/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (tonld Plan Check/Permit Number: Di — Od/D Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: W '/6i'n c-FlYTO1 6MiLh r Et (L 4ftr Project Address: \7)1 (.1`6.1-1 ( 14041 in Contact Person: c mak-\' s Y"( Phone Number: a�� 90 Okj—, 0 _3 Summary of Revision: Z ' - c5MPIAT t RECEIVED CITY OF TUKWILA JUL 31 2013 PERMIT CENTER Sheet Number(s): <1- "Cloud" or highlight all areas oj revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 7- I -t W:\Permit Center\Templates\Forms \Revision Submittal Formdoc Revised: August 2015 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanna ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NOD\ (6/ VA STATE OF WASHINGTON) COUNTY OF KING ss. I2\ s 0.A [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. el 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 constr ction work. �t1.LE �+,Ait,, QC'.sslok+A,��� i �'r. °TA,4 • Nil1. '�i AU8 \G /41111%%\‘‘‘‘‘‘‘0 WAst\\ Own er's Agent* Signed and sworn to before me day of Residing at r Y & , County 7i Name as commissioned: My commission expires: \)' DA is 0r. ate of Washington 18.27.090 Exemptions. The'}stration provisions of this 1. 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 46.70 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; 10. 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 chapter do not app' by a registered contractor; 11. 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. PRECAST CONC CAP (GLUE TO CMU) 8" CMU (SOLID GROUTED) W/ #5V ® 24"o.c. & (2) #4H IN BOND BEAMS ® 48"o.c. VERT LIFTS 0 #5 O„0 24"o.c SLAB ON GRADE PER PLAN 11=)Irtl, 1J I I I1 I I I -`I I I II I—I 11-11 I 2I1—III—III :41d e 1'-6" (2) #4 CONT SLAB ON GRADE PER PLAN D • B S1.1 il111i it I IL 2 • (SCHED 40) PIPE COL @ GATE HINGE W/ (6) 6/8"0 X 4” W.H.S. 16"o.c. VERT (2) #4 N "® EACH PIER FINISHED GRADE DI J 24"M SONOTUBE SECTION FILL W/ 2.500 PSI (6 SACK o MIX) CONC 3" DOBIE 3/4” = 11-0" VICINITY MAP NO SCALE ler Boulevard • LiTuesday Morning ; 1 tt)abl- ; Cod Plus! avld's Bridal 1LtW1 Finery -Amedas Beet , : ' -Bath B Body Works nam LUeway Chdatlan Stan' `i UItta Coameea I 1,j rox IStanford's NA St I II _ i ThalMallzooat II � 11 1 tl CapdotU's SandwkhShop Bar&Grm na op ,aoo,t jt I I $ I �; ' N COW Stam Cname,y I aware „i , PadDe Dantel Iaaoa,{ i - —LL-rT Hobby Town °-Famous Doves ata.r .. i- �- terParkWal E'Ely_ KEY PLAN PLANNING APPROVED . No changes can be madeto these plans without approval from the Planning Division of DCD Approved By: _ M wwas o _ Date: � .� p _ l ' NO SCALE SEPARATE PERMIT REQUIRED FOR: mechanical attlectrical [ Plumbing C/Cas Piping C:'y of Tukwila Bli9..PG DIVISION 16'-8" A/S1.1 B/51.1 own SIM SO Vi "FILE COPY 0. D (8 -oat l' I Plan review appro' lis subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field ' opy and conditions is acknowledged: TRASH ENCLOSURE PLAN GENERAL NOTE CODE: INTERNATIONAL BUILDING CODE -- 2015 EDITION ALL ASTM'S CALLED OUT ARE TO BE THE LATEST EDITION LIVE LOADS BUILDING RISK CATEGORY II (IBC TABLE 1604.5) LATERAL LOADS: WIND Vult = 110 MPH Vasd = 85 MPH EXPOSURE "B" Kzt = 1.00 SEISMIC ... SITE CLASS "D" SEISMIC DESIGN CATEGORY "D" IMPORTANCE FACTOR Ie = 1.0 Ss = 1.458g Si = 0.544g FA = 1.000 Fv = 1.500 SDs = 0.972g SD1 = 0.544g R = 5 (SPECIAL REINFORCED MASONRY SHEARWALLS) FOUNDATION FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: FOOTING BEARING PRESSURE:.... 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) LATERAL EARTH PRESSURE. 35 PCF EQUIVALENT FLUID PRESSURE (ACTIVE) 250 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) COEFFICIENT OF FRICTION• 035 ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'—O" BELOW FINISH GRADE. SLABS AND FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE OF BUILDING PERIMETER. CONCRETE f'c = 3,000 psi FOR FOOTINGS & SLABS ON GRADE ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 5" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. CONCRETE MASONRY UNITS (SPECIAL INSPECTION) HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM GRADE (GROUTED SOLID) (f'm = 2000 PSI) IN ACCORDANCE WITH ASTM C-90. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH IBC. GROUT SOLID ALL CAVITIES IN LIFTS NOT TO EXCEED 4'-0". GROUT STRENGTH SHALL BE f c = 2000 PSI AT 28 DAYS. MASONRY STRESSES USED IN DESIGN WERE FOR INSPECTED CONSTRUCTION. HOLLOW LOAD BEARING AND VENEER UNITS SHALL BE PER ASTM C-90, MEDIUM WEIGHT (MIN .115 PCF BLOCK DENSITY). ALL EXTERIOR CONCRETE BLOCKS SHALL BE MANUFACTURED WITH THE RECOMMENDED AMOUNT OF "DRY BLOCK SYSTEM ADMIXTURE" FOR WATER REPELLENCY. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy = 60,000 PSI). SPLICES SHALL BE 40 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY—UP UNLESS NOTED OTHERWISE IN DRAWINGS. ALL REINFORCING FOR 8" CMU SHALL BE #5 0 24" ON CENTER VERTICAL WITH (2) #4 IN BOND BEAMS AT 48" ON CENTER VERTICAL LIFTS. MORTAR: ALL MORTAR TO BE PER ASTM C-270. ALL EXTERIOR BLOCK MORTAR IS TO CONTAIN THE RECOMMENDED AMOUNT OF "DRY BLOCK MORTAR ADMIXTURE" FOR WATER REPELLENCY AND TO ASSURE PROPER BOND STRENGTH. GROUT: ALL GROUT SHALL COMPLY WITH ASTM C476 AS INDICATED IN TMS 602-13 SECTION 2.2A. GROUT STRENGTH SHALL BE fc = 2000 PSI AT 28 DAYS. REVISIONS No changes shall be made to the scope of work without prior approval of T+it wila Building Division NOTE: Revisions will require a new plan submittal j and may include additional plan review fees. GENERAL REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) EXCEPT ALL #4 SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 psi). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE WITH "ACI. MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE "FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER . . 1 1/2 INCHES (#5 BARS & SMALLER) ...2 INCHES (#6 THRU #18 BARS) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 3/4 INCHES (#11 BAR & SMALLER) 1 1/2 INCHES (#14 & #18 BARS) By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCF l•,, APPROVED AUG of 0 9Tukwi2018la Cit BUILDING DIVISION O EE 0 tx o Ern DESIGN & V 1/4" = 1'-0" STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". PIPE COLUMNS CONFORM WITH ASTM A501 (Fy=36,000 PSI) WELDHEAD STUDS CONFORM WITH ASTM A108 (Fy=46,000 PSI) ALL WELDING TO CONFORM WITH AWS D1.1 "CODE. FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELDHEAD STUDS. SHOP DRAWINGS SUBMIT THREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR: REINFORCING STEEL & STRUCTURAL STEEL. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER IBC CHAPTER 17, SECTIONS 1704 AND 1705 AND ARE TO BE BY AN INDEPENDENT TESTING LAB AND APRROVED BY THE OWNER AND BUILDING DEPARTMENT AND ENGAGED BY AND PAID FOR BY THE OWNER PRIOR TO STARTING CONSTRUCTION. FOUNDATION: INSPECT FOOTINGS AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO INSURE MATERIAL IS DRY AND DENSE. CONCRETE: REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. MASONRY: INSPECT ALL GROUT POURS FOR BREAKING STRENGTH AND PLACEMENT OF REINFORCEMENT. SPECIAL INSPECTION IS REQUIRED. WELDING: INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SPECIAL CONDITIONS CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS WHICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIONS SHOULD BE CALLED TO OUR ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. TAKE CONCRETE CYLINDERS PER IBC SECTION 1705.3. VERIFY MIX DESIGN AND SLUMPS. CORRECTION LTR# 1 t1BOz10 NOTES RECEIVED CITY OF TUKWILA JUL 31 2018 PERMIT CENTER SHEET TALE PROJECT 18081 DATE 07/03/18 DRAWN NH CHILD. JT SHEET OF © 2018 B&T DESIGN & ENGINEERING, INC rk' 1$4.ft•."4.-I ...... .;;..- IT .4.'1: '' ,T..• ;T .{-•L•.i r 'c I A/S1.1 A/51.1 `s'• 6" SLAB ON GRADE W/ #4 0 18"o.c. EA WAY 0 . OF SLAB. , ;„: io (2) #4 q ; 0 EA PIER J/ \`L B/51.1 own SIM SO Vi "FILE COPY 0. D (8 -oat l' I Plan review appro' lis subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field ' opy and conditions is acknowledged: TRASH ENCLOSURE PLAN GENERAL NOTE CODE: INTERNATIONAL BUILDING CODE -- 2015 EDITION ALL ASTM'S CALLED OUT ARE TO BE THE LATEST EDITION LIVE LOADS BUILDING RISK CATEGORY II (IBC TABLE 1604.5) LATERAL LOADS: WIND Vult = 110 MPH Vasd = 85 MPH EXPOSURE "B" Kzt = 1.00 SEISMIC ... SITE CLASS "D" SEISMIC DESIGN CATEGORY "D" IMPORTANCE FACTOR Ie = 1.0 Ss = 1.458g Si = 0.544g FA = 1.000 Fv = 1.500 SDs = 0.972g SD1 = 0.544g R = 5 (SPECIAL REINFORCED MASONRY SHEARWALLS) FOUNDATION FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: FOOTING BEARING PRESSURE:.... 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) LATERAL EARTH PRESSURE. 35 PCF EQUIVALENT FLUID PRESSURE (ACTIVE) 250 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) COEFFICIENT OF FRICTION• 035 ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 2'—O" BELOW FINISH GRADE. SLABS AND FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PROVIDE POSITIVE PERMANENT DRAINAGE OF BUILDING PERIMETER. CONCRETE f'c = 3,000 psi FOR FOOTINGS & SLABS ON GRADE ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 5" MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. CONCRETE MASONRY UNITS (SPECIAL INSPECTION) HOLLOW CONCRETE MASONRY UNITS SHALL BE MEDIUM GRADE (GROUTED SOLID) (f'm = 2000 PSI) IN ACCORDANCE WITH ASTM C-90. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH IBC. GROUT SOLID ALL CAVITIES IN LIFTS NOT TO EXCEED 4'-0". GROUT STRENGTH SHALL BE f c = 2000 PSI AT 28 DAYS. MASONRY STRESSES USED IN DESIGN WERE FOR INSPECTED CONSTRUCTION. HOLLOW LOAD BEARING AND VENEER UNITS SHALL BE PER ASTM C-90, MEDIUM WEIGHT (MIN .115 PCF BLOCK DENSITY). ALL EXTERIOR CONCRETE BLOCKS SHALL BE MANUFACTURED WITH THE RECOMMENDED AMOUNT OF "DRY BLOCK SYSTEM ADMIXTURE" FOR WATER REPELLENCY. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy = 60,000 PSI). SPLICES SHALL BE 40 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY—UP UNLESS NOTED OTHERWISE IN DRAWINGS. ALL REINFORCING FOR 8" CMU SHALL BE #5 0 24" ON CENTER VERTICAL WITH (2) #4 IN BOND BEAMS AT 48" ON CENTER VERTICAL LIFTS. MORTAR: ALL MORTAR TO BE PER ASTM C-270. ALL EXTERIOR BLOCK MORTAR IS TO CONTAIN THE RECOMMENDED AMOUNT OF "DRY BLOCK MORTAR ADMIXTURE" FOR WATER REPELLENCY AND TO ASSURE PROPER BOND STRENGTH. GROUT: ALL GROUT SHALL COMPLY WITH ASTM C476 AS INDICATED IN TMS 602-13 SECTION 2.2A. GROUT STRENGTH SHALL BE fc = 2000 PSI AT 28 DAYS. REVISIONS No changes shall be made to the scope of work without prior approval of T+it wila Building Division NOTE: Revisions will require a new plan submittal j and may include additional plan review fees. GENERAL REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) EXCEPT ALL #4 SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 psi). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE WITH "ACI. MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE "FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER . . 1 1/2 INCHES (#5 BARS & SMALLER) ...2 INCHES (#6 THRU #18 BARS) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 3/4 INCHES (#11 BAR & SMALLER) 1 1/2 INCHES (#14 & #18 BARS) By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCF l•,, APPROVED AUG of 0 9Tukwi2018la Cit BUILDING DIVISION O EE 0 tx o Ern DESIGN & V 1/4" = 1'-0" STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE". PIPE COLUMNS CONFORM WITH ASTM A501 (Fy=36,000 PSI) WELDHEAD STUDS CONFORM WITH ASTM A108 (Fy=46,000 PSI) ALL WELDING TO CONFORM WITH AWS D1.1 "CODE. FOR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE FOR WELDHEAD STUDS. SHOP DRAWINGS SUBMIT THREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR: REINFORCING STEEL & STRUCTURAL STEEL. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER IBC CHAPTER 17, SECTIONS 1704 AND 1705 AND ARE TO BE BY AN INDEPENDENT TESTING LAB AND APRROVED BY THE OWNER AND BUILDING DEPARTMENT AND ENGAGED BY AND PAID FOR BY THE OWNER PRIOR TO STARTING CONSTRUCTION. FOUNDATION: INSPECT FOOTINGS AND EXCAVATIONS JUST PRIOR TO CONCRETE PLACEMENT TO INSURE MATERIAL IS DRY AND DENSE. CONCRETE: REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. MASONRY: INSPECT ALL GROUT POURS FOR BREAKING STRENGTH AND PLACEMENT OF REINFORCEMENT. SPECIAL INSPECTION IS REQUIRED. WELDING: INSPECT ALL FIELD WELDING. VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SPECIAL CONDITIONS CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS WHICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY DISCREPANCIES BETWEEN OUR DETAILS AND ACTUAL CONDITIONS SHOULD BE CALLED TO OUR ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. TAKE CONCRETE CYLINDERS PER IBC SECTION 1705.3. VERIFY MIX DESIGN AND SLUMPS. CORRECTION LTR# 1 t1BOz10 NOTES RECEIVED CITY OF TUKWILA JUL 31 2018 PERMIT CENTER SHEET TALE PROJECT 18081 DATE 07/03/18 DRAWN NH CHILD. JT SHEET OF © 2018 B&T DESIGN & ENGINEERING, INC