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HomeMy WebLinkAboutPermit D16-0216 - TUKWILA VILLAGE - BUILDING E GEOTUKWILA VILLAGE BLDG E - GEO PIERS 4450 S 144 ST D16-0216 Parcel No: Address: Project Name: 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 0040000180 Permit Number: D16-0216 4450 5 144TH ST TUKWILA VILLAGE BLDG E - GEO PIERS Issue Date: Permit Expires On: 8/2/2016 1/29/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TUKWILA CITY OF 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 DIANA KEYS 15200 52 AVE S, STE 300 , TUKWILA, WA, 98188 INTER -CITY CONTRACTORS INC 17425 68TH AVE NE , KENMORE, WA, 98028 INTERCI977PZ PACIFIC NORTHWEST CONSTRUCTION CO, INC 201 27TH AVE SE BLDG A, STE 300 , PUYALLUP, WA, 98374 Phone: (206) 766-8300 Phone: (425) 806-8560 Expiration Date: 10/12/2017 DESCRIPTION OF WORK: GEO PIERS Project Valuation: $219,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $4,293.78 Occupancy per IBC: Water District: 125 Sewer District: VALLEY VIEW 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: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: RDate: �\ ( I hearby certify that I have read and examined this permit and know the same to be true and correct. AH 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: .////1_,A-1----- Print ////1_,A-1-- ems. Print Name: /VI !a 1< e H a fll. d Date: —2-7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: 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. 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: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 10: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 15: 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. 16: SPECIAL INSPECTIONS REQUIRED Contractor shall request from the engineer in charge, Special Inspections that shall be required for this permit for Geo -pier construction and in compliance with 2015 IBC Chapter 1704. Special inspections shall be provided by the engineer prior to starting the starting the Geo -pier construction. A pre -construction inspection shall be requested by the contractor in charge where the building official shall verify special inspections are provided on site PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0101 PRE -CONSTRUCTION 4037 SI -CAST -IN-PLACE 4000 SI -CONCRETE CONST 4038 SI -HELICAL PILE 4028 SI-REINF STEEL -WELD 4035 SI -SOILS 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. p11/ - 0-/i tp Project No. 1 Date Application Accepted: nU 1 ` Date Application Expires: 1 (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.: TBD/BLA in progress Site Address: 4450 S. 144th Street Suite Number: Floor: Tenant Name: Affordable Senior Apartments/Commercial/Police Ctr. New Tenant: ❑ Yes ❑..No PROPERTY OWNER Name: Tukwila Village Development Assoc., LLC Address: 201 - 27th. SE, Bldg A, Suite 300 City: Puyallup State: WA Zip: 98374 CONTACT PERSON — person receiving all project communication Name: Diana Keys @ Johnson Braund, Inc. Address: 15200 52nd Ave. South, Suite 300 City: Seattle State: WA Zip: 98188 Phone: (206) 766-8300 Fax: Email: dianak@johnsonbraund.com GENERAL CONTRACTOR INFORMATION Company Name: Inter -City Contractors, Inc. Address: 17425 68th Ave. NE City: Kenmore State: WA Zip: 98028 Phone: (425) 806-8560 Fax: Contr Reg No.: CC INTERCI977PZ Exp Date: 10/09/2015 Tukwila Business License No.: BUS -0995459 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Johnson Braund, Inc. Architect Name: Greg L. Allwine Address: 15200 52nd Ave. South, Suite 300 City: Seattle State: WA Zip: 98188 Phone: (206) 766-8300 Fax: Email: gregajohnsonbraund.com ENGINEER OF RECORD Company Name: Davido Consulting Group, Inc. Engineer Name: Matt Schmitter Address: 15029 Bothell Way NE, Suite 600 City: Lake Forest Park State: WA Zip: 98155 Phone: (206) 523-0024 Fax: Email: matt@dcgengr.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: /� Name: 1; <<fZ �1�0r*4''r _Oov 4»tr.n. Address: 10/^, ly"�1,� i /3/isi 70✓ City: (kr4 IIA p State: W4-- Zip: 71 j% Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 219,000 Describe the scope of work (please provide detailed information): Installation of Geo -piers per plan and 3 inch rat slab. (Geo -pier plans have been approved per previous building/structural review of Building E permit D14-0389). Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All 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? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsTorns-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx 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 Ist 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? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsTorns-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOnMATION - 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 0 ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. Renton 0 .. 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) 0 .. Geotechnical Report 0 ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...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 0 .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. 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 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx 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). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN✓ i� T,Z pNT:D A Signature: LPrint Name: (1 r701 k _ /t • ear- J Mailing Address: D �'— )' %� ~ ��--o Alt 4.A t 7..) ) Day Telephone: H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: (zr3) ani �aI p pi(k,-q�3� 08/01/2016 Page 4 of 4 fti Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $4,293.78 D16-0216 Address: 4450 S 144TH ST Apn: 0040000180 $4,293.78 DEVELOPMENT $4,167.62 PERMIT FEE R000.322.100.00.00 0.00 $2,523.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,640.02 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $126.16 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9098 R000.322.900.04.00 0.00 $126.16 $4,293.78 Date Paid: Monday, August 01, 2016 Paid By: ONYX HOUSING Pay Method: CHECK 1410 Printed: Monday, August 01, 2016 3:51 PM 1 of 1 rLSYSTEM S INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0/6 2J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project: VW)ills' V)LLl Type of Inspection: cbP/' JJ69-L Address: Date Called: Special Instructions: p� . Date Wanted: p 2 -'L -/ 7 a.m. p.m. Requester: Phone No: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: Kra 494f) 75'ex Inspector: Date: -1/7 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 M/,-flz4 Project: 70401L-6Vl� Type of Inspection: 5', /, C457— `N , Address: 90D S. if ym Sr Date Called: Special Instructions: ‘-it) P/05 Date Wanted: 2-9-17 (� .ren,, p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:�r�! 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 Project: Ad rens: I L/ vcc t - Type of Inspection: 1- SOILS Address: INSO S iyy TA S7— Date Called: Special Instructions: 6 0 PjEt2S E Date Wa{�e %// [lye1i,'' �S//c.P p.m. Request : !ti41k'e' Phone No: ?d -/ -1101 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: P/A Per_ 7 L Inspector: A Date: 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 bI& - Q 214 Pio ect: / cmJt�4 1/1 LL,4( T e of Ins ection: t= Cours'il2ocrM&J Address: ENO S >U4n4 S, Date Called: Special Instructions: Date Wante // 0 1 / (.f a.m. p.m. Requeste : //141 C_ Phone No: 2c. Ur9 >lo! (i Approved per applicable codes. L_.J Corrections required prior to approval. COMMENTS: Inspector: Date: g/1//6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. §‘N geopier® TO: SUBJECT: Dear Mr. Park: Mr. Bryan Park Tukwila Village De flLc REVIEWED FOR CODE COry PUANCE EiPoonvFD f,:70?2016 Ci e opQ t ss�ufk�awila L Design Submittal - Geopier Soil Reinforcement SHAG Tukwila Village — Building E Tukwila, WA Geopier Northwest 40 Lake Bellevue, Suite 100 Bellevue, Washington 98005 Tel. 425.646.2995 - Fax 425.646.3118 www.geopier.com December 17, 2014 ,? 0' 1 2016 PERMIT CENTER This letter and the attached documents represent our design submittal for Geopier® soil reinforcement at the site of the planned SHAG Tukwila Village - Building E located in Tukwila, WA. The following paragraphs document our design of the Geopier reinforcement system for support of continuous and spread foundations. Geopier Reinforcement Design Subsurface information, as documented in the geotechnical report completed by Associated Earth Sciences, Inc. dated March 18, 2013, has been utilized as the basis for our design. The geotechnical explorations generally encountered sand to silty sand fill with various amounts of debris and trace organics. The thin higher organic content layers of fill appear to be associated with buried topsoil. The fill has variable density form loose to dense. The fill thickness varies from 3.5 to 10 feet. Beneath the fill Iles weathered glacial till which is underlain by competent glacial till. Groundwater was encountered between the fill and weathered glacial till contact and the weathered glacial till and intact glacial till contact. The Geopier elements will be founded in the native dense sandy glacial soils and will be capable of providing 5,500 psf allowable bearing pressure for the building footings that can be increased by 1/3 for short term loading conditions. The layout of the Geopier reinforcement is shown on the Geopier Foundation Plan, Sheet GP1.1. As shown, a maximum 10 foot on -center spacing has been selected for support of the continuous foundations, though actual loading necessitates closer spacing for most continuous footings. Our design utilizes 24 -inch drill diameter Geopier elements and we anticipate drill depths of approximately 9 to 12 feet deep for the Geopier elements in order for them to be installed through the fill and weathered glacial till and founded upon intact glacial till. The actual foundation loads for each foundation were provided by Davido Consulting Group, Inc. The maximum foundation loads for column footings is approximately 543 kips. The design cell capacity (combination of the Geopier element and surrounding matrix soil) for each Geopier element is 80 kips and the Geopier design is based upon the actual loads provided by the structural engineer. Geopier and Rammed Aggregate Pier* are registered trademarks of Geopier Foundation Company, Inc. SHAG Tukwila Village December 17, 2014 Tukwila, WA Page 2 Following the installation of the Geopier elements, the subgrade should be compacted to meet requirements established by the geotechnical engineer. Settlement For our analysis, settlements are first calculated for a zone extending from the bottom of the footing to the depth of the reinforcement. The weighted modulus method (Bowles 1988) is used to estimate settlement in the reinforced zone. This method is described in the Geotechnical Engineering Division/ASCE publication "Control of Settlement and Uplift of Structures Using Short Aggregate Piers) by Dr. Evert C. Lawton, Dr. Nathanial Fox, and Dr. Richard L. Handy. Additional settlement may occur in the "lower zone" or in the unimproved soil beneath the reinforced zone. The lower zone settlement is calculated using an elastic approach. Based on our analyses, we estimate that total settlement (static) will be less than one inch. Differential settlement most likely will be Tess than one-half inch. Geopier Installation and Modulus Testing The installation of the Geopier reinforcement, including a downward modulus test, will be completed in accordance with the attached specifications. The downward modulus test will consist of loading the Geopier element in increments to 150% of the design load while measuring deflections to verify the design parameters. The modulus test will also incorporate a creep test at 115% of the design Toad. The installation and the modulus test will be conducted under the supervision of an experienced geotechnical engineer from Geopier Northwest. We appreciate the opportunity to work with you on this project. If you have any questions or require further information, please call. Sincerely, Geopier Northwest Inc. David Van Thiel, P.E., G.E. Attachments: Geopier Foundation Plan and Construction Notes, Sheets GP0.1 and GP1.1, and Geopier Calculations cc: Mr. Brian Metcalfe, Geopier Foundation Company GEOPIER® Foundation Company Project: SHAG Tukwila Village No.: P13-GNW-00532 Engnr: DVT Date: 12115114 INPUT PARAMETER VALUES: TOP OF PIER STRESS - SQUARE FOOTINGS GEOPIER® SQUARE FOOTINGS Version 10.6 August 2013 'Parameter Symb Val. 1 IParameter Symb Equation F4 F6 F8 F10 F10 F10 F12 RAP diameter (in) d 24 Column load (kips) P 10 60 182 325 340 500 415 543 Depth to groundwater (ft) dgw 5 Required footing width (ft) Br sgrt(P/qa0) 3.30 5.75 7.69 7.86 9.53 8.69 9.94 Total unit weight of soil (pcf) g 120 Selected footing width (ft) B 0 4 68 0 10 10 10 12 Soil frict. angle (degr) f 30 Footing bearing pressure q P/(B*B) 3.75 5.06 5.08 3.40 5.00 4.15 3.77 Max. 'hor. pressure (psf) pmax 2500 Required No. RAP elems Nr P/Qcell 0.8 2.3 4.1 4.3 6.3 5.2 6.8 From Table 4.2: 0.1 0.1 Selected No. RAP elems N s 1 3 5 5 7 6 7 RAP cell cap. (kips) Qcell 80 rea replacement ratio Ra N'Ag/(B'B) 0.196 0.262 0.245 0.157 0.220 0.188 0.153 Footing bearing press. (ksf) gall 5.5 Stiffness ratio Rs kg/km 8.0 8.0 8.0 8.0 8.0 8.0 8.0 RAP stiffn. modulus (pci) kg 225 Stress at top of GP (ksf) qg q'Rs/(Rs'Ra-Ra+1) 12.65 14.29 14.96 12.98 15.77 14.34 14.61 Soil stiffness modulus (pci) km 28 Load at top of GP (kips) Qg qg Ag 39.8 44.9 47.0 40.8 49.6 45.0 45.9 SHAFT LENGTH REQUIREMENTS Depth of Embedment Trial shaft length (ft) • Df Hs 1 2.0 8.0 2.0 8.0 2.0 8.0 2.0 8.0 2.0 8.0 2.0 8.0 2.0 8.0 Drill depth (ft) HdnIl Df+Hs 10 10 10 10 10 10 10 Frictional resistance force (kips) Qs fs'pi'd'Hs 54 54 54 54 54 54 54 Allowable tensile resistance (kips) Qsall Qs/2 27 27 27 27 27 27 27 Allowable end -bearing rest. (kips) Qeb Qeb 0 0 0 0 0 0 0 Is shaft long enough? Ftg stress on sublyr 1 (ksf) Ftg stress on sublyr 2 (ksf) Ftg stress on sublyr 3 (ksf) Ftg stress on sublyr 4 (ksf) Ftg stress on sublyr 5 (ksf) Qs+Qeb>Pcdem? ok ok ok ok ok ok ok INPUT PARAMETER VALUES: UPPER ZONE SETTLEMENT - SQUARE FOOTINGS Upper Zone Elastic Parameters Parameter Sym Val Pier Modulus Layer 1 (ksf) Pier Modulus Layer 2 (ksf) Pier Modulus Layer 3 (ksf) Pier Modulus Layer4 (ksf) Pier Modulus Layer 5 (ksf) Soil Modulus Layer 1 (ksf) Soil Modulus Layer 2 (ksf) Soil Modulus Layer 3 (ksf) Soil Modulus Layer4 (ksf) Soil Modulus Layer 5 (ksf) Eg1 Eg2 Eg3 Eg4 Eg5 Emt Em2 Em3 Em4 Em5 Parameter Symb Equation pUZ Settlement Approach 1 -Stiffness, 2 -Modulus 1 1 1 1 1 1J 1 Thickness of UZ subtayer 1(0) Thickness of UZ sublayer 2 (ft) Thickness of UZ sublayer 3 (ft) Thickness of UZ sublayer 4 (ft) Thickness of UZ sublayer 5 (ft) H,a, H,az H, s H, , H,d, F10 20 10 10 10 F10 20 10 10 10 F10 20 10 10 10 F12 24 10 14 14 Allowable end -bearing (kips) E or co for LZ subtyr 1 E or 4 for LZ subtyr 2 E or c, for LZ sublyr 3 E or; for LZ subtyr 4 E or c, for LZ subtyr 5 Qeb E, / co, Ez/5z 63 / c„, E41 c,, E, / Fs 1000 Calc. settlement to X otal UZ Thickness uz =Hs+ Composite Modulus Layer 1 (ksf) Composite Modulus Layer 2 (ksf) Composite Modulus Layer 3 (ksf) Composite Modulus Layer 4 (ksf) Composite Modulus Layer 5 (ksf) Sett. of LZ sublayer 1 (in) Sett. of LZ sublayer 2 (in) Sett. of 12 sublayer 3 (in) Sett. 0112 sublayer 4 (in) Sett. of LZ sublayer 5 (in) gyp, Eoaopz E�on,o3 soma Eoomps Eg1 Ra + Em1(1-Ra) Eg2Ra + Em2(1-Ra) Eg3Ra + Em3(1-Ra) Eg4Ra + Em4(1-Ra) Eg5Ra + Em5(1-Ra) 5,j s,o3 s,5 pg/kg or g1o.vag'H/Ecomp q'la-rHw/Ecoo,pz q'la-31H,mIEco,,,0 0.39 N/A N/A N/A N/A 0.44 N/A N/A N/A N/A 0.46 N/A N/A N/A N/A 0.40 N/A N/A NIA NIA 0.49 N/A N/A N/A N/A 0.44 N/A N/A N/A N/A Total Upper Zone Settlement (in) so, s,,+s,a2+5„n+s,y_4+s,ag 0.39 0.44 0.46 0.40 0.49 0.44 0.45 N/A N/A N/AI N/A 0.45 INPUT PARAMETER VALUES: LOWER ZONE SETTLEMENTS - SQUARE FOOTINGS Parameter Symb Val. Parameter J1Symb Dpth to bottm of LZ from ftg (ft) Upper zone thickness (ft) Lower zone thickness (ft) Thickness of LZ sublayer 1(ft) Thickness of 12 sublayer 2 (ft) Thickness of 12 sublayer 3 (ft) hickness of LZ sublayer 4 (ft) Thickness of LZ sublayer 5 (ft) X'B Hoo Hu Hp, H02 H0, Hp, Elk, Equation VB Hs+d H2b-Htz F4 8 10 -2 F6 12 10 26 26 F8 16 10 F10 20 10 10 10 F10 20 10 10 10 F10 20 10 10 10 F12 24 10 14 14 Allowable end -bearing (kips) E or co for LZ subtyr 1 E or 4 for LZ subtyr 2 E or c, for LZ sublyr 3 E or; for LZ subtyr 4 E or c, for LZ subtyr 5 Qeb E, / co, Ez/5z 63 / c„, E41 c,, E, / Fs 1000 Calc. settlement to X X . 2 'Total Total 12 thickness ok? No LZ ok ok ok ok ok ok E or c for LZ subtyr 1 E or; for LZ sublyr 2 E or to for LZ sublyr 3 E or; for LZ subtyr 4 E or c, for LZ subtyr 5 E,/;, E0/ ea E3 / c,, 64/44 Es / ce, E (ksf) or c, E (ksf) or; E (ksf) oro E (ksf) or; E (ksf) or; 1000 0 0 0 0 1000 0 0 0 0 1000 0 0 0 0 1000 0 0 0 0 1000 0 0 0 0 1000 0 0 0 0 1000 0 0 0 0 Initial stress for sublyr 1 (ksf) Initial stress for sublyr 2 (ksf) Initial stress for subtyr 3 (ksf) Initial stress for sublyr 4(ksf) Initial stress for subtyr 5 (ksf) P'o, P'o, P'o, P'o4 Po 1.003 1.003 1.003 1.003 1.003 1.061 1.118 1.118 1.118 1.118 1.176 1.349 1.349 1.349 1.349 1.291 1.579 1.579 1.579 1.579 1.291 1.579 1.579 1.579 1.579 1.291 1.579 1.579 1.579 1.579 1.406 1.810 1.810 1.810 1.810 Ftg stress on sublyr 1 (ksf) Ftg stress on sublyr 2 (ksf) Ftg stress on sublyr 3 (ksf) Ftg stress on sublyr 4 (ksf) Ftg stress on sublyr 5 (ksf) APt AP2 AP3 AP4 AP5 q'I q'I q'1 q'I q'1 0.27 0.27 0.27 0.27 0.27 0.64 0.55 0.55 0.55 0.55 0.79 0.55 0.55 0.55 0.55 0.61 0.37 0.37 0.37 0.37 0.89 0.54 0.54 0.54 0.54 0.74 0.45 0.45 0.45 0.45 0.74 0.41 0.41 0.41 0.41 Sett. of LZ sublayer 1 (in) Sett. of 12 sublayer 2 (in) Sett. of LZ sublayer 3 (in) Sett. of LZ sublayer 4 (in) Sett. of 12 sublayer 5 (in) St, spz spa sp4 spg Dp,•Hc,oE, corIprbg((Poz+opzypoz) o i ssios(tao3+DP3ypw) ce4•1-1o4'1og((Po4+DP4),Po4) co5Wes9og(rpos+DPS)mo5) 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 Total lower zone sett. (in) s0 5,0.5,=+5,3+5,4+sps 0.0 0.0 0.1 0.1 0.1 0.1 0.1 UZ + LZ settlement (in) s 0.4 0.5 0.5 0.5 0.6 0.5 0.6 Note: When "No 12 is disolaved. thicknesses of lower zone should equal 0 p9 1 of 1 7/3/2017 City of Tukwila Department of Community Development DIANA KEYS 15200 52 AVE S, STE 300 TUKWILA, WA 98188 RE: Permit No. D16-0216 TUKWILA VILLAGE BUILDING E GEO PIERS 4450 S 144TH ST 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 8/8/2017. 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 8/8/2017, 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: D16-0216 30.1 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1/3/2017 City of Tukwila Department of Community Development DIANA KEYS 15200 52 AVE S, STE 300 TUKWILA, WA 98188 RE: Permit No. D16-0216 TUKWILA VILLAGE BUILDING E GEO PIERS 4450 S 144TH ST 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 2/22/2017. 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 2/22/2017, 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: D16-0216 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: D16-0216 DATE: 08/02/16 PROJECT NAME: " i ' ► ' A ` SITE ADDRESS: 4450 S 144TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: N Building Divisio Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n C PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 08/02/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 08/30/16 Approved with Conditions n Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 INTER -CITY CONTRACTORS INC Home Espaiiol Contact Safety & Health Claims & Insurance Washington State Department of Labor &Industries Search L&I Page 1 of 3 A -Z Index Help My L&I Workplace Rights Trades & Licensing INTER -CITY CONTRACTORS INC Owner or tradesperson Principals HERRING, GREGORY ROBERT, PRESIDENT Doing business as INTER -CITY CONTRACTORS INC WA UBI No. 602 278 639 PO BOX 82405 KENMORE, WA 98028 425-806-8560 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................ Meets current requirements. License specialties GENERAL License no. INTERCI977PZ Effective — expiration 10/09/2003-10/12/2017 Bond ... _....._ CBIC Bond account no. LB9377 $12,000.00 Received by L&I Effective date 10/13/2004 10/08/2004 Expiration date Until Canceled Insurance Indian Harbor Ins Co Policy no. ESG3000956 $1,000,000.00 Received by L&I Effective date 09/28/2015 10/08/2015 Expiration date 10/08/2016 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. LAI Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ...................................................... No license violations during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602278639&LIC=INTERCI977PZ&SAW= 8/2/2016 RAP ELEMENT FOUNDATION CONSTRUCTION NOTES 1. RAMMED AGGREGATE PIER (RAP) FOUNDATION SUPPORT IS AS DESIGNED BY GEOPIER FOUNDATION COMPANY, INC., DAVIDSON, NORTH CAROLINA (DESIGNER). 2. RAP ELEMENT LAYOUT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR (GC). GEOPIER ELEMENT SHALL BE INSTALLED IN THE FIELD WITHIN 6 -INCHES OF LOCATION SHOWN ON THESE PLANS. 3. A QUALIFIED, FULL-TIME QUALITY CONTROL (QC) REPRESENTATIVE PROVIDED BY THE RAP INSTALLER (THE INSTALLER) SHALL BE RESPONSIBLE FOR INSTALLATION OF THE RAP ELEMENTS IN ACCORDANCE WITH THE DESIGN, AND SHALL REPORT ALL GEOPIER FOUNDATION CONSTRUCTION ACTIVITIES TO THE DESIGNER. IF AUTHORIZED BY THE OWNER, THE QC REPRESENTATIVE SHALL COORDINATE QC ACTIVITIES WITH THE TESTING AGENCY HIRED BY THE OWNER. UNDER NO CIRCUMSTANCES SHALL THE TESTING AGENCY DIRECT RAP INSTALLATION PROCEDURES. 4. RAP ELEMENTS SHALL BE BASED ON THE FOLLOWING CRITERIA UNLESS OTHERWISE APPROVED IN WRITING BY THE DESIGNER: A. RAP ELEMENTS SHALL BE WITHIN 3 INCHES OR DEEPER THAN THE DEPTHS SHOWN ON THE PLANS. B. AVERAGE COMPACTED LIFT THICKNESS DURING EACH DAYS PRODUCTION SHALL BE APPROXIMATELY 24 INCHES. C. A BST SHALL BE PERFORMED ON THE FIRST FIVE RAP INSTALLED. RESULTS OF THE INITIAL BST SHOULD BE PROVIDED TO THE DESIGNER FOR REVIEW AND ESTABLISHMENT OF ACCEPTANCE CRITERIA AND FREQUENCY OF BST. THE FREQUENCY OF BST MAY VARY DEPENDING ON THE SOIL CONDITIONS; HOWEVER, BST SHALL BE PERFORMED ON NO LESS THAN 10% OF PRODUCTION RAP. D. RAP ELEMENT AGGREGATE SHALL CONSIST OF TYPE I GRADE B IN GENERAL ACCORDANCE WITH ASTM D-1241-68, OR APPROVED BY GEOPIER DESIGNER AND SUCCESSFULLY USED IN THE MODULUS TEST. 5. WHEN OBSTRUCTIONS ARE ENCOUNTERED THAT CANNOT BE REMOVED WITH CONVENTIONAL RAP INSTALLATION EQUIPMENT, THE GC SHALL BE RESPONSIBLE FOR REMOVING THE OBSTRUCTIONS. IF THE GC DOES NOT DO SO IN A TIMELY MANNER THAT DOES NOT INTERRUPT RAP PRODUCTION, THE INSTALLER MAY REMOVE OBSTRUCTION(S) AND SHALL BE REIMBURSED FOR COSTS INCURRED, INCLUDING LABOR, EQUIPMENT, AND MATERIALS. IN THE EVENT OBSTRUCTIONS ARE ENCOUNTERED BELOW THE DESIGN BOTTOM OF FOOTING ELEVATION THE OBSTRUCTION SHALL BE REMOVED AS OUTLINED ABOVE. THE RESULTING EXCAVATION SHALL THEN BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. THE AREA SHALL BE TESTED BY THE OWNER'S TESTING AGENCY AND THE COMPACTION TEST RESULTS SHALL BE SUBMITTED TO THE INSTALLER AND THE DESIGNER. 6. RAP ELEMENTS NOT MEETING THE REQUIREMENTS DEFINED IN THE DESIGN AND MODULUS TEST SHALL BE RE -INSTALLED TO MEET PROJECT REQUIREMENTS UNLESS OTHERWISE APPROVED IN WRITING BY THE DESIGNER. 7. FOO11NG ELEVATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPORTED IN WRITING TO THE INSTALLER'S QC REPRESENTATIVE PRIOR TO INSTALLING RAP ELEMENTS. 8. UTILITY LOCATIONS ARE THE RESPONSIBILITY OF THE GC. THE DESIGNER SHALL BE NOTIFIED OF ANY CONFLICTS WI1N RAP LOCATIONS SHOWN ON THE PLANS. NEW UTILITIES EXCAVATIONS SHALL BE LIMITED TO THE ZONE DEPICTING ON DETAIL 1 ON THIS SHEET. IF EXCAVATIONS ARE PLANNED WITHIN THE RAP "NO DIG" ZONE, THE DESIGNER SHOULD BE NOTIFIED IMMEDIATELY TO DISCUSS EXCAVATION OPTIONS. 9. RAP ELEMENTS ARE LOCATED AT THE INTERSECTION OF REFERENCE GRID LINES OR AT THE CENTERLINE OF STRIP FOOTINGS UNLESS DIMENSIONED OTHERWISE. 10. AFTER COMPLETION OF RAP INSTALLATIONS, THE GC IS RESPONSIBLE FOR PROTECTION OF THE WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, PROPER SITE DRAINAGE TO PREVENT PONDING OF WATER ABOVE THE RAP ELEMENTS AND APPROPRIATE CONTROL AND COORDINATION OF EARTHWORK AND ANY SUBSEQUENT DRILL ACTIVITIES SUCH AS ELEVATOR SHAFT CONSTRUCTION, TO PREVENT DAMAGE TO INSTALLED RAP ELEMENTS. 11. ALL RAP ELEMENTS HAVE A MINIMUM NOMINAL TOP DIAMETER OF 24 INCHES WITH COMPACTED 24 INCH LIFTS. GEOPIERS TO BE INSTALLED TO A DEPTH TO PENETRATE FILL SOILS AND BE FOUNDED IN GLACIAL SOILS (APPROXIMATE DRILL DEPTHS OF 6 TO 10 FEET). 12. THESE DRAWINGS ARE BASED ON THE STRUCTURAL DRAWINGS PROVIDED BY DAVIDO CONSULTING GROUP, INC.. THE RAP,ELEMENT LAYOUT LOCATION PLAN AND FOOTING DETAILS PLAN ARE FOR RAP ELEMENT NUMBER, LOCA11ON, AND LAYOUT ONLY. FOOTING LOCATIONS, SIZES, AND ORIENTATION SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. PLEASE REFER TO STRUCTURAL PLANS FOR SPECIFIC FOUNDATION DIMENSIONS AND LOCA11ON. THE DESIGNER ACCEPTS NO RESPONSIBILITY FOR LOCATION OF FOOTINGS SHOWN ON THESE PLANS. THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY IF INFORMATION ON THESE PLANS CONFLICTS WITH STRUCTURAL OR ARCHITECTURAL DRAWINGS. 13. THE RAP FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL INFORMATION PROVIDED IN THE SUBSURFACE EXPLORATION BY ASSOCIATED EARTH SCIENCES, INC., REPORT DATE MARCH 18, 2013. GEOPIER FOUNDATION COMPANY, INC., HAS RELIED ON THIS INFORMATION AND WE HAVE NO REASON TO SUSPECT ANY OF THE INFORMATION IN THE REPORT IS IN ERROR. GEOPIER FOUNDATION COMPANY, INC. IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN THE REPORT THAT MAY AFFECT THE PARAMETER VALUES IN OUR DESIGN. IF THE SUBSURFACE OR SITE CONDITIONS DIFFER FROM THOSE UTILIZED IN THE DESIGN THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY. 14. RAP FOUNDATION DESIGN LOADS ARE BASED ON THE DESIGN INFORMATION PROVIDED TO US BY DAVIDO CONSULTING GROUP, INC., IN THE EVENT THE STRUCTURAL LOADS VARY THE DESIGNER SHALL BE NOTIFIED. CONCRETE FOOTING CONSTRUCTION SUPPORTED BY RAP NOTES 1. ALL EXCAVATIONS FOR FOOTINGS SUPPORTED BY RAMMED AGGREGATE PIERS SHALL BE PREPARED IN THE FOLLOWING MANNER BY THE GC: OVEREXCAVA11ON BELOW THE BOTTOM OF FOO11NG SHALL BE LIMITED TO THREE INCHES. THIS INCLUDES LIMITING THE TEETH OF EXCAVATORS FROM OVEREXCAVATION BEYOND THREE INCHES BELOW THE FOOTING ELEVATION. 2. FOOTINGS SHALL BE POURED AS SOON AS POSSIBLE FOLLOWING FOO11NG EXCAVATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT FOOTING BEARING SURFACES FROM WET WEATHER AND DISTURBANCE. A "MUD MAT" (3 INCH THINCKNESS OF LEAN CONCRETE) OR COMPACTED CRUSHED ROCK SURFACE IS RECOMMENDED TO PROTECT BEARING SURFACES. 3. PRIOR TO CONCRETE OR MUD MAT PLACEMENT, THE TOP OF THE EXCAVATED SOIL AND RAMMED AGGREGATE PIERS SHALL BE COMPACTED WITH A STANDARD, HAND -OPERATED IMPACT COMPACTOR (I.E. JUMPING JACK COMPACTOR). COMPACTION SHALL BE PERFORMED OVER THE ENTIRE FOOTING SUBGRADE TO COMPACT ANY LOOSE SURFACE SOIL AND LOOSE SURFACE PIER AGGREGATE. 4. WATER SHALL NOT BE ALLOWED TO ACCUMULATE IN THE FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT OR ALLOWED TO ACCUMULATE OVER THE POURED FOO11NG. 5. EXCAVATION AND SURFACE COMPACTION OF ALL FOOTING SUBGRADES SHALL BE THE RESPONSIBILITY OF THE GC. 6. THE TESTING AGENCY SHALL INSPECT EACH FOOTING AND APPROVE IT IN WRITING ON THE SAME DAY THAT THE CONCRETE OR MUD MAT IS PLACED IN THE FOOTING EXCAVATION. THE APPROVAL SHALL STATE THAT ALL FOOTING BOTTOMS INCLUDING MATRIX SOILS AND RAP TOPS HAVE NOT BEEN OVEREXCVATATED MORE THAN THREE -INCHES BELOW THE BOTTOM OF THE FOO11NG, HAVE BEEN KEPT FREE OF WATER ACCUMULATION, AND HAVE BEEN REASONABLY DENSIFIED WITH A HAND-HELD MECHANICAL IMPACT COMPACTOR ON THE SAME DAY THAT THE CONCRETE WAS PLACED. 7. THE GC IS RESPONSIBLE FOR MEASURING TOP OF FOOTING ELEVATIONS TO ACCURACY OF 0.01 FEET. MEASUREMENTS SHALL BE TAKEN BY A LICENSED PROFESSIONAL SURVEYOR BEFORE LOADS ARE APPLIED TO THE FOOTINGS. 8. IN THE EVENT THAT FOOTING BOTTOM PREPARATIONS, AS DESCRIBED ABOVE, ARE NOT PERFORMED OR DOCUMENTED IN ACCORDANCE WITH THIS SECTION, ANY WRITTEN OR IMPLIED WARRANTY WITH RESPECT TO GEOPIER FOUNDATION PERFORMANCE CAN BE CONSIDERED VOID. 24" TYP. COMPACTED MINIMUM SHAFT LENGTH SHALL EXTEND TO GLACIAL TILL CONTACT. TYPICAL GEOPIER ELEMENT NOT TO SCALE GEOPIER LEGEND SPREAD FOOTINGS TO BE SUPPORTED BY GEOPIER ELEMENTS. SEE SHOP DRAWINGS FOR GEOPIER REQUIREMENTS 24" DIA. GEOPIER ELEMENT U.N.O. * GEOPIERS TO BE INSTALLED TO A DEPTH TO PENETRATE FILL SOILS AND EE FOUNDED IN GLACIAL SOILS (APPROXIMATE DRILL DEPTHS OF 6 TO 10 FEET). (2) GEOPIER GP3 - 24" DIAMETER r .. • y • A -• FOOTINGS TO BE SUPPORTED BY GEOPIER ELEMENTS. 26 ++-.01: 2 + + + + + + + +++• ++1+++: ++++: a ' + + ▪ + + + + + + +5++:::::+°32":+4.- + + + + + o,:..�0'�•+ if" + + + + + + + + + + + +.' ' + + + + + + + + + + + + + + + :t O•sr••'{�'���.' + + •'.•i�,�-+y( "'• + + + .0 + + + + + + + + + .; �' �; + + + + + + + + + + + + + + + + • Vic -•;a•; + + ` •�;'.rti'•• + + + +' + + + + + + + + + + +" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + y\ + + + + + + + + + + OADJACENT EXCAVATION DETAIL 2 NOT TO SCALE STEEL PLATE f 6'-10" UPLIFT ANCHOR ROD LIMITS OF DISTURBANCE: ADJACENT EXCAVATIONS MUST BE OUTSIDE THIS ZONE. IF THIS IS NOT THE CASE THE DESIGNER MUST BE NOTIFIED. -BEAM STEEL PLATE PEDESTAL Q W-BEAM TON-, XNE XVIE X.IMP • JACK \ANCHOR PIER NOTE: HELICAL ANCHORS MAY BE USED IN LIEU OF UPLIFT LOAD TEST PIER GEOPIER ELEMENTS. (COMPRESSION) MODULUS TEST SETUP 33 NOT TO SCALE SPECIAL INSPECTIONS REQUIRED Contractor shall request from the engineer in charge, Special Inspections that shall be required for this permit for Geo -pier construction and in compliance with 2015 IBC Chapter 1704. Special inspections shall be provided by the engineer prior to starting the starting the Geo -pier construction. A pre -construction inspection shall be requested by the contractor in charge where the building official shall verify special inspections are provided on site. NOTE: GEOPIER DESIGN DOCUMENTS AND PLANS ARE ONLY VALID IF INSTALLED BY A LICENSED GEOPIER INSTALLER. REVISIONS No changes shall b^ f"'^r' 4^ thn ernno of work without prior Tulvvvila Building C vis c. NOTE: Revisions will requir a n; i p'2a and may include additional plan rovi.7.1nl fcc.. FILE COPY Permit No..1).° 02‘ (4e. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: & i .V ,-_� Date: 8 z^Zo/ City of Tukwila BUILDING DIVISION 1 SEP,, RATE PERMIT REQUIRED FOR: Mechanical icctrical (•Plumbing /'-'•as Piping cl Tukwila •,. PV'IS"•ON REVIEWED FOR CODE COMPLIANCE APP nV D AUG u 2 2016 LA'1 12.9 City of Tukwila BUILDING DIVISION RECEIVED CITY' OF TUKWILA AUG In 2016 PERMIT CENTER cn z 0 W N PROJECT NUMBER 13-GNW-00532 DATE 12/17/2014 SHEET NUMBER GP0.1 TYPICAL PORCH SLAB 4" SLAB ON -GRADE W/ #4 AT 24" 0.C. 289.17' 289.17' 285.00' f., .. ., .. .. .. ., .. .. .. .. ., .. .. .. .. ., ., .. ., .. 1891011 1001 1222 /2211 1220=12191 218 � 171 216/ 215E 2141 2131 12120 1211r-1210) 12091 12081 J2071=206 05 TOF 285.00' F14x12.5 1 165) P18.1 F8 253 — .11 i248F X2471 1242) 5/22/2015 TYP AT F12x6 TYPICAL INTERIOR SLAB 4" SLAB ON -GRADE W/ #4 AT 24" O.C. r -- r156 11 155) 11 154) 11 153) 152) I''''‘11) 11 150) 11. 1 -I 1481) 11 147) 11 146) 11 145) 11 14:4) 11 143) 11 142) 11 _1 149 TOF=289.17' TYP 1n 851 11861 P 1181) 7.g I1 n 751 ci II 1841 a8 J 11.p21 naol� 11_11§1 n� J F8 F8 F8 CONTINUE WALL TO COLUMN LAP REINF. GARA3E SLAB 4" SLAB ON -GRADE W/ #4 AT 24" 0.C. EA WAY OVER 6" CLEAN GRAVEL FF=290.00' 1391 13) P15 11261 "712701280 29©13001310.:J132 1133) < 1134 135 .. .. .. .. .. . .. ,r .. ,. .. 1125) F24x15 36 1371 , , .. ♦r .3. ( L 41..4.1J1,4.L-11431 1 88 2)8)81 I +� g1 �� 1 1 X141 2901 111 P 13 .. ., ., .. .. .. .. .. .. ., .. .. .. 13131 A 911=1292L 295E 2941=1295= 1296G=297771298F 2991 30 1 3 1=135;1 303 171'22) (32N 1 -13211 1 L.. L13201 qlpj F10 2.3:011=13:7)==13:01)==13:1F=(13 1 1421) I 14231 14251 P13 RECEIVED CITY OF TUKWILA NORTH AUG 0.1 2016 FOUNDATION PLAN geopier "Geopier" is the registered trademark of the Geopier Foundation Company, Inc. This drawing contains information proprietary to The Geopier Foundation Company, Inc. and its licensees. The information contained herein is not to be trasmitted to any other organization unless specifically authorized in writing by the Geopier Foundation Company, Inc. Geopier is the property of The Geopier Foundation Company, Inc. and is protected under U.S. Patent No. 5249892 and other patents pending. NOTE: GEOPIER DESIGN DOCUv1ENTS AND PLANS ARE ONLY VALID IF INSTALLED BY A LICENSED GEOPIER INSTALLER. PERMIT CENTER IfThEVIEVVED d uR CODE COIj,1, 'ONCE GEOPIER PLAN NOTES: 1. THIS DRAWING IS BASED ON STRUCTURAL DRAWINGS PROVIDED BY DAVIDO CONS LTIN U 16 GROUP, INC. 2. FOOTING OUTLINES ARE FOR INFORMATION ONLY. SEE STRUCTURAL AND/OR ARC ITECTURAL PLANS FOR FOOTING DIMENSIONS AND DETAILS. City'"Ugly 3. FOOTING LOCATIONS SHALL BE IN ACCORDANCE WITH STRUCTURAL AND/OR ARC, tb1-J71?A(' DM51of� DRAWINGS, DIMENSIONS, AND DETAILS. 4. GEOPIER ELEMENTS UNDER FOOTINGS SHALL BE LOCATED IN THE FIELD AS SHOWN ON 3/GP0.1. 5. GEOPIER ELEMENTS UNDER WALLS AND COLUMNS SHALL BE CENTERED UNDER FOOTINGS AS SHOWN, DIMENSIONED FROM CONTROL POINTS ESTABLISHED FROM STRUCTURAL AND/OR ARCHITECTURAL PLANS. PROJECT NUMBER 13—GNW-00532 DATE 12/17/2014 SHEET NUMBER