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HomeMy WebLinkAboutPermit MI01-130 - SUBURBAN PROPANEMI01-130 • Suburban Propane 12642 Interurban Av S City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000480 -0012 Address: 12642 INTERURBAN AV S Suite No: Location: Category: NSFR Type: MISCPERM Zoning: C /LI Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: Permit No: Status: Issued: Expires: MI01 -130 ISSUED 08/31/2001 02/27/2002 Occupancy: UBC: 97 Fire Protection: .0 South: .0 East: .0 West: Sewer: SEPTIC Slopes: N Streams: OCCUPANT SUBURBAN PROPANE 12642 INTERURBAN AV S, TUKWILA WA 98188 OWNER SUBURBAN PROPANE DIV OF 12642 INTERURBAN AVE SO, SEATTLE WA 98168 CONTACT VERN PARRY 3768 S 300 WEST, SALT LAKE CITY, UT 84115 * Akk***** k****** k* k* kAA* AAAkk* kA* kk* kAk* A *# *•A*Akkkkh*Akk *A*lt *k *4**#c** *k * **k **A ** Permit Description: MOVING ONE TANK. SAFETY UPGRADE OF TRAFFIC PATTER N. MAINTENANCE OF EXISTING PLUMBING AND ELECTRICAL SEISMIC COMPLIANCE. ADDITION OF SAFETY VALVES FOR EMERGENCY SHUTDOWN OF PRODUCT. PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, HAULING IF OVER 5O CY, AND REVIEW OF GEOTECHNICAL INVESTIGATION. •k•*' Aryl** Ak* r*• k** A*** A* A* k•*• A**A**** kk k** 1AkA* kA• kAA* AAk kAkk kAkAkhk** *k **k *4l *Ak *k *ktkkAAk Construction Valuation: $ 75,000.00 PUBLIC WORKS PERMITS: A(Water Meter Permits Listed Separate) Eng. Appr: DHM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: S1ze(ln): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 90 F111: 90 Landscape Irrigation: N Moving Oversized Loud: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: **rkt ******k hAkk* kAkkkAAA* * ** * *N *4.***kkkAAAk **All*kAkkA TOTAL DEVELOPMENT PERMIT FEES: $ 1,447.44 k***.k** k**A 4**' k**` k'* kkkkkkAAkkkAkkk kAkAAA* kkAAAAAAk4AAAkk £AAkk4AkkkkAA4AAkAkkkkA *AA Permit Center Authorized S ignature: ° i•e' . ' y ._ bate: e I hereby 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 provision of any other state or local law: regulating construction or the performance of w I am authorized to sign for and obtain this development permit. Phone: .0 Phone: 801 209 -8773 Public: * *AkA**** * k *k4A4AAA•kAAAAkAAA Signature :_ Print Name: Date:, -3 / -A/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA 'Address: 12642 INTERURBAN AV S Suite Tinant: Status: ISSUED -Type: MISCPERM Applied: 07/18/2001 rarcel S: 000480-0012 Issued: 08/31/2001 4**4*************AAA*4Ak**k****A**A***A*A*AkA**4*kh4*****A*kk***A**A4„**AA** Permit Conditions: A1. No changes will be made to the plans unless approved by the , Engineer and the Tukwila Building Division. 2. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appoIntioent of the inspection agencies prior to the first bullding inspection. Copiet of all special inspection ,reports shall be submitted to the Building Division 4n a timely manner. Reports shall contain address, project name, permit number and type of inspection being perforMid: 3, The sOdial inspector Shall submit a final signed report stating/whether the work requiring special inspection was to ti*beit of the inspector's knowledge, in conformance wit1W0prOved plans and specifications and the applicable workOansh10-provisions of the UDC. Alt'46natrUction to be done in conformance with approved plaiia and requirements of the Uniform Building Code (1997 EdItion) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1907 Edition), S. Validity of Permit. The issuance of a permit or approval of plinat sliedifications, and compUtatioes shall not be con- , stryag to -be a permit for, or an approval of, any violation ol' afly of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming LO give :authority to violate or cancel the provisions of this code 14)011 bet valid. 6. All perMits,, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. The cdocuments are to be maintained and avail able until ,final inspection approval is granted. 7. ***FIRE DEPARTMENT CONDITIONS*** B. The attached et of,plals have been reviewe&by The Fire Prevention Bureau and are acceptable with the following concerns: 9. Please provide a competent fire safety analysis for this facility as outlined In 1997 UFC Article 82. Please contact the Tukwila Fire Prevention office for futher information. 10. This project shall comply with 1997 UFC Article 82 on Liquefied Petroleum Gases. 11, An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 12. Local U.L. central station supervision is required. (City Ordinance 11901) 13. All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) Permit No MI01-130 . All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.17.B., Factory Mutual, industrial Risk ,Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance 41901) . All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 16. All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and 'yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FOC) . (City Ordinance 41901) 17. Calculated.sprinkler systems shall be designed with a 10. PSI cusplon for ;; low resery i or conditions. (City Ordinance 01901)F�..F.s 18. Contact the Tukw i 1 ea Fire Prevention Bureau to witness all, r.equf;r'`ed inspections and tests. (UFC 10. 503) (City Ord if e'nce '1•1900 end 11901) A11 few underground piping shallV be hydrostatically tested. Test' pressure shell be not .less than 200 psi for 2 hours. The ,amoOntyo? leakage at the joints shalt not exceed 2 quirts pers' =hour per 100 gaskets or joints. Contact Greg. Villanueva, Utilities Inspector, Public. Works Department_,'; at(S206)433-0179 to make an appointment. (NFPA 24 -8 -93.1, 248- 9.3.°21) 20. The;';fire department connection (FOC) shall be equipped with a 5'1,'Storn° fitting(s). ° (UFC 1001.10) 21. Any', Over:-looked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such, Condition or violation. 22. THESE; PLANS:: WERE REVIEWED BY INSPECTOR 510. IF YOU HAVE ANY QUESTIONS, 'PLEASE CALL THE TUKWILA.FIRC PREVENTION BUREAU °:Al (206)575-4407. 23.. A separate fire:, department permit is required. This per it must be obtained from the Tukwila Fire Prevention . Bureau located at' 444 Andover Park Cast, Tukwila, Washington, 98188. (206-W5-4407), ,' A permit is rquired to install or maintain an LP -gas container, (UFC-10,503-L.1) 8 -I..1) 25. Temporary erosion odntro l measures shall be implemented as the first order of business to prevent sedimentation rtion oft site or into existing storm drainage facilities 26. 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. ;Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. 28. Hauling over SO cy shall require application for a Hauling Permit prior to any associated activity, hereby certify that% hilv'e read these conditions.and will comply itll-them as outlinedt 'All provisions of law and -dinances governing his work will be complied with whether specified herein or not, e grantlng of this permit does not presume to give authority to 'lolate or cancel the provisions of any other work or local laws uleting construction e performance of work. 4..011160.411.oalmodsit ..... Date: egey- 4iyhtaez „ . , • .1 • ..,'•••;;•'.*-1'-- ni:.; 44, tr e, •1!•,,'i 4, • .04fer''1,4 01 '4P4! / " 4 - * ,.r'' ......0,...,,,,„. ,„ , ,7,, *.t,...,,,, ' \''',,. ,,.4. ?0.4 . 11— if ( i / ' '•;., • : ,.:•:,, • x i i / --,a• ---04„4 9 9 ,..,,, f i • ,: ,:, i ', el.* •..0, :,,i(:•t,,, ,, , • 4*- ! 4 - 1 't -A; , ...--1/ • ''''', • ;, ,...,. . , i `1 .R. 0 1 ''• , ... fl. .;-* *1.'1•'' ''kA,„,,,,ot '.,', , \ .i, • • . -.._ n iy .'14,:xtti• ', k ° I, ' ' :: ti fil• • 0 ,:,.• 1 • ,,, - : 4.= 14 6 1* 44 4 •Ip 0 4 4.1 1/ .It L • 1M4# + M*! 4##### *,* �tikf4*## sM�r##**######## a/tM* #i *+���► #51+4t1+� #t1 * #0 «Y Eta MLA. NA 1INHf MrT "RANONIT 1uhbdrl .80101137 Amounts 915.25 O6/3U /O1 10:42 PMyNinb 4othodt CHECK Notations SUBURBAN PROPANE Inita 3K9 ';PNrmit Nos Mt01a -130 Tvpis MIk3CPCRM MISCELLANEOUS PERMIT growl Nos 000460.0012 Sit {r Addrmrir 12642 INTERURBAN AY 0 Total Rwnss 1,441.44 1 ;P .tynlent 915.25 Total ALL PNtsar 1,447.44 Salant:ts {00 tco;uxtlt Code ` 13aacription Amount 00/'3;48 30: PLAN. CHECK - NCIHREI •-532.19 0/122-100 00 RUti.DXNp •• RES 014.75 Q40/; 45.030 ;PLAN CHECK - RES :532.19 OO/3; t .9.04: STATE BUILDING UURCHARI3E 4.50 OO/3,22"�: -00 LAND ALIE.RZNQ ' PLRMIT FEE 54.50 4 , ;Sao LAND ALTLR XNG PLAN CHECg 37.50 �• .• .! N l .. K .K .i .i +R N .! M i! nF r M W w O, M M • its w in 41 lilt W !w M s! r Al .. •' w y 01 .• b , ! w w r „ . " -, » ity',h .`GF.' .. 0627 09/04 ' 7i6 TOTAL . 91.25 ik 14 **'**'********** k*** A*{**** A *d * * * * * *a *** * * * * * * * * * **4****** Ty or TUKWIL.A.: WA TRANSMIT fi ** * * i** *a* *4* *t l tr****** *.lr,k********* *** **** * *{A*#r**#******A 1AN'tMIT NQmbors .0010O9ti Amounts 532.19 07/19/01 15:05 dVanent Methods tHECK Notations PCti :.OMIT. DIV In as SKS {. M7.MMMM}.MMN4i+.MM.M a ... shMif ;SOW s MNIAl Mt1lMMWK}t.VM**MONwA.1 t►mit. Nos MI01 -130 typos M1Bt PLKM MISCELLANEOUS PLKMII arc* 1 Nos 000480 -0012 lAddr'r*ds 12642 INT,CRURIJAN AV S Total Foote 1,315.44 232.19 Total ALL Pmtss 532.19 O a l anon: 023.25 paocript1on Amount PLAN CHECK - NUNKE$ 032.19 M}./.. rtt.MMlt MI.Z.I.... M•. . MM.) .M1 } ............. 15 ECTION NO INSPECTION RECf= "D Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd,, #1100, Tukwila, WA 98188 ( 06)431 =3670 � //' �� i.� ype Inspection: bate C led: pee a nstruct ons: ate "ante.: # --. —�lj ado p,m. equestor: ii, .ne 1 : rf r r V 'r fJ 7 pprovcd per applicable codes. Corrections required prior to approval. i.! rove •,,, nspector; tritIVEMAIM Date: 0- 5-02. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid apt 1300 Southcenter Blvd„ Suite 100. CaII to schedule reinspection. ecelpt No.: Date: tg INSPECTION RECC�) Retain a copy with permit •'1tc►1` t3 PERMIT NO. INSPECTION NO. CITY OF •TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Project: •, . , .. A ii. .. :. e Type of Inspection: iL lk ■ 1,1 P. a. Ad. ress: r240 -re:. ,,,,_. pec a nstruct ons: Date Cal ed: .,tt•.'2.... ate' ante.: sI'� 11 . O '.. . ,.a. iteq ester: e one o: 20 1- Zeg -A"ll 3 --colt Approved per applicable codes, D Corrections required prior to approval, 4OMMENTS: nspector; 15- Date: $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee ust be paid at 1300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: SPECTION NO. CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter B1vd.,=.*100, Tukwila, WA 98188 INSPECTION RECC ► Retain a copy with permit 'ir. e : - - '— . /i . e4 4 % / >a rt ' pe o nspectton: //'7a 7 a s: • •1 — AV bate Call t 1 r pec a nstructIons: I♦ aquester: °--0'e -.d 7773 Approved per sootiest?'" codes. BCorractions required prior to approval. 1111 1ffliTil , OP 11111 1111111 ti r .,l� r M. ffi lug nspeEtor,. Date: $47AQ REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 5300.Southcenter Blvd„ Suite 100, Call to schedule reinspection, R4ce$0 NQ ,: Date: 9 svrcno INSPECTION RECD Retain a copy with permit ,x11'0 /- /Y0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 * 6)431.3670 row: J /eLef;C5/iAI ,er1i0/%6 ype o inspection: cot, ,., f, , f+ i, r/gS Address: /71i Ile 74/IL i' /1"6/14/ Date Called: 8 /N -c pecia instructions: e)/-c2a9 ,�? mil73 tom/ i ate TTante • : „ (All ' @quester: � t/o4:' eti ?77t one o: Zee" el/V-4534 ElApproved per applicable codes. Corrections required prior to approval. IYY 111111PrAdriar _111 VIVIVISW:0011.1 AIIIMIWA11111111111 ;47.00 REINSPECTIONEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd" Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO INSPECTION REC Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISIO 63Q0 Southcenter Blvd., #100, Tukwila, WA 98188' )43 a •36i1 roject: ✓ w a. � 4 j4 .• Type o I . c io : A J 4 4 _ � N re s'+f date ailed: pecia Instructions: 'ate ' • e • : equester: wi'r 4 one : o. � r 0 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIO rEE REQUIRED. Prior to inspec on, fee must be paid at 1300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt NO,: ' Date: Cifr of Tukwla Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas p Keefe, Fire Chief Permit No. Ffl.L Project Name Address .Retain current inspection schedule Needs shift inspection Approved without correction notice a,‹, Approved with correction notice issued Sprinklers: Fire Alarm: Hood.& Duct: Halon: Monitor: Pre - Fire: Permits: Authorized S.g"- ture FINALAPP . FRM Rev. 2/19/98 Suite # T.F.A. Form F,P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.5754404 • Fax: 206.575 =4439 08/26/2002 08:26 20624496f_ SUBURBAN PROPANE,, 101. Dade hese/Li �4'6s. listt otril Roy sada_ al••••ve De`- PAGE 01 RECEIVED AUG 2 6 2002 COMMUNITY DEVELOPMENT atom& 4,440- oft4.441 •;* Asa 44. ,400 Gstati 1 ..41 A7•0041 'head, ana kitiw 40 ra/ op 0 P gofft ?"P: 08/26/2002 08:26 20624496P& 11111131111811, FL ofritaassniThirrilil oil INIONMIN MUM • 11■Nnrmr • IINM uFEwNINMw. • fat 4111111164N1 SUBURBAN PROPANF- -.. PAGE 02 August 21, 2002 Tuk Wills Building Department Atfention: Building Official Subject: Tuk VAN, WA SuNding Permit 0 MI01.130 Propane Equipment and Supply 30,000 gallon Propane Storage Tank Foundation- Certmcation at Oldcastle- AMCOR Precast Details to be in Conformance with the Structural Design and and ng 434.0 -01( revision B) previously prepared by Summit Valley Equipment ngineering. Ladies and Gentlemen: haw reviewed the Oldcastle -AMCOR precast ooncmt• foundation details for the above-rewarmed Propane Equipment and Supply 30,000 Gallon Propane Storage Tank Pte, and conclude that those details are certified as conforming to, and miming the intent and requk meats of my cast -in -place concrete foundation design and of the Building Code. Max A, Gregersen, Washington Professional Engineer (CM$) No. 27175 08/26/2002 08:26 206244968-... LSI ADAPT SUBURBAN PROPANE; DAILY FIELD REPOR I PAGE 03 [NO: 2 b H.— le _ nt Job No: 'AA - 0 1 - (05' 19 Project Name: , �' '�.�8' Permit No; Location: 12 415 T,^ �tw ✓ ba Time: --- Date: 8 I ti I e _„ M TOT T F 5 S Ty � w t � se � lv►i � Weather: Client/Owner. . = f �! LClient/Owner Rep /Phone: _.., Ve ✓�► �q r ti Contractor. Contractor Rep/Phone: Subcontractor.. Subcontractor Rep/Phone: ADAPT Field Rep: , t .2 ! s k_,,,_,_ ADAPT` Office Contact: _ . _ .2 /i i 1 I st attk„ Type of Work k p.a , & VA 1 Equipment Used: Comments: },vet a s► _ ,s e�L t�sci.� holy+ -a� a%,1 -� l Gc_�.: t7 4+ �'��► - r a c vi4a N Sw low .4 is 16� its ...�.....�0 P 1 N 1 e y\ c.a1Yt _�' ►r1� :r1 a c.._ss L l ...LW] 1/ el S U %1d 1••••=11M■InM f4 Ay. -l05/ei This report presents opinions formed u a result of our observations of the Contractor's activities relating to geotechnical engineering. We rely on the Contractor to comply with the plans and specifications throughout the duration of the project, irrespective of the presence of the L5I ADAPT representative. The presence of our held r presemative is strictly for the purpose of providing observation and field testing. Our work doss not include supervision or direction of the actual work performed by the Contractors employee or agents. Neither the presence of our representative nor the observation and testing by our firm shall excuse the contractor in any way for Offal discovered luf <f►y�ork pi by the Contractor. Our firm will not be responsible for job or site safety on this project. Field Rep: Distribution. Whi.. tfnwrl 'i ...• .rnntrartnr . Pink . iirlri Fii. Reviewed By: Page of et 4 G GREGERSEN ,- ' STRUCTURAL ENGINEERING 7838 PINEBROOK RD. PARK cm, UTAH 84098 Phone 435-615-9746 .... . CALCULATION COVER SHEET JOS NO: 01.17 PROJECT: Gyms SITE HAS OR KING cyd PE: CALC. NO: S-001 ME SUBURBAN PROPANE SUMMITVAILLEY EQUIPMENT 30,000 GAL. PROPANE STORAGE KING COUNTY, WASHINGTON AND ENGINEERING TANK FOUNDATION FILE COPY , ........•. , SOURCES OF DATA: , Mi! SUMMIT VALLEY EQUIPMENT AND ENGINEERING DOCUMENTS 0.0 ., • - ; r,\Ik PROJECT SOILS REPORT (SEE APPENDIX) - • , t, , !to. • f.s, , , TANK FAIRICATOR DRAWINGS -7-..,;;;;;i7t _ .- .-'..-g•-,f:'s v,‘ - ' • tt,‘,14,'-• '" ' ' SOURCES OF FORMULA & REFERENCES: igrcr ivro 1$$7 UDC, 2000 IOC when adopted • ACI 3111 .it i ,, AISC II" ED. (ASO) _ , • INERCALC STRUCTURAL ENGINEERING SOFTWARE pi:fami ci ilicii li• V 4 Zy /45(D tZ SVe■f".; fir , ,GRE9sio"hitel • l'W A s;;;•.„,410 4 . i ifl; Iiy, .f- tP• . 1 40' its ik.. • ,... Sb / ! . . • • , ,. : ::;-,4*.ka.:Q.4$3A:::4,,iii*,:...:ik*-- 1.,,.,(04: ,1,*.„,$:,. . ., ., LC. I J.1,,, „I,.. ,.... a.41gior ,. — — - .4,:m: hag EEC ZIM7114.11101111 ...1,::.0;*;.,:w: :000 . fitrawoo • Jul 17 01 12:36p July 12, 2001 WA•01 -6519 p.2 T— _ - - -__ ADaPT Propane Equipment and Supply 3768S300West Salt Lake City , Utah 84115 Attention: Mr. Vern Perry Subject: Subsurface Exploration and Geotechnical Engineering Study Proposed 30,000•Gallon Propane Tank 12642 Interurban Avenue S. Tukwila, Washington 98188 Dear Sir: This report summarizes our observations and conclusions, and provides geotechnical recommendations for the proposed development of the site, The project site is tho existing propane facility located M 12642 Interurban Avenue S. in Tukwila, Wuhington.'1'he existing propane facility contains a number of above ground propane tanks from 18,000 to 30,000-gallons in capacity, a bottle building, office building and garage. The project would consist of the removal of an existing canopy, relocation of an existing 30,000-gallon tank, and ancillary product piping improvements. Tho proposed tank site is now covered by a concrete dab. Tho location of the site is shown rotative to tho surrounding Matures on the Location Map, Figure I, attached to this report. Our services are provided at your request. We recoived verbal authorization to proceed from you. Our understanding of the project is based on our discussions with you, two sheets from the project design engineer depicting the protect site and tank foundations:, our review of the site plan provided, as well as our gotta explorations. Tho proposed development would consist of the relocation of tho 30,000- gulion above grade propano tank. As prosently planned, the tank would be supported by two reinforced concrete cradle above conventional spread footings. Wu understand the contact pressure for the foundation depicted on the project plans would be a maximum of 4,000 pounds per square foot (psf). The site would be dovuloped as depicted on the attached Site and Exploration Plan, Pigott: 2. Figure 2 also shows the relative location of the exploration accomplished for this study. Thu purpose of our study is to conduct u geotcchnical evaluation of the site and provide geoteclinical recommendations for development of the silo for tho proposed relocated propane tank. Specifically our scope includes the following: �:.. s.:s�+ - .. ---l+ t�:. _a, ... It Jul 17 01 12:36p p.3 LSI ADAPT, Inc. Propane Equipment and Supply WA•01.6519 July 12, 2001 Page 2 • Conduct a geotechnical exploration program at the site, • Provide a site plan showing the relative location of the hand -auger boring, • Provide detailed, interpretive log of the hand boring. • Provide foundation design criteria, • Develop earthwork compaction and erosion control recommendations for the site. • Provide recommendations for further work, if required. SITE CONDITIONS Surface Conditions The site is situated on the site of an existing propane facility in an existing industrial area in Tukwila. An existing 30,000 - gallon tank will be relocated on a new foundation some 27 -feet north of the existing tank location. The new tank site is presently covered by a concrete slab and canopy. The remainder of the site supports an existing propane bottle building, office, and garage, us well as two adjacent above ground tanks of 18,000 and 21,000- gallon capacity, No information regarding the foundations for the two existing tanks (to remain) was available. Subsurface Conditions Subsurface conditions at the situ were evaluated by excavating u hand auger test boring as close as poulble to the proposed relocated tank location. Our field expiotmtlon was completed on July 9, 2001 by a geotechnical engineer from our firm. The hand -auger test boring for this study was continuously observed and logged by an experienced geotechnical engineer from our firm. An exploration log noting the results of field observations has been prepared based on the field log and itupection of the samples secured. The boring log contains detailed interpretive results of the subsurface conditions encountered at the teat pit locations. The boring log is attached to this report. The subsurface conditions encountered in the hand auger test boring predominantly medium dense to medium stiff silty sand and sandy silt within the depth explored. Finely divided interbedded organics were noted in the samples recovered nt depth. The hand auger location was completed about 30 -feet to the west of the proposed tank location beyond the limits of the surflcial concrete slab. The test hole location was covered by about 6-Inches of gravelly sand which we interpret as possible MI. Free ground water was observed ut the location of boring HIM at u depth of about 8,5 -feet. Oroundwater conditions can vary seasonally with changes in precipitation, and may fluctuate with changes in situ utilization and other factors. CONCLUSIONS AND RECOMMENDATIONS GENERAL. Based on our review of the available data, subsurface exploration and site reconnaissance, it is our opinion that the site is suitable for the proposed development provided that the geotechnical recommendations provided below are incorporated into the design and construction. The underlying silty sand and silt soils are generally in a medium dense to medium stiff condition and have relatively 1 1 § 1g v Jul 17 01 12:36p p.4 LSI ADAPT, Inc. Propane Equipment and Supply WA- 01.6519 July 12, 2001 Page 3 low strengths. The near - surface soils deposits were observed to contain organics, and a relatively high groundwater level was encountered. Direct support of the 4,000 -psf footings on the existing native soils at shallow depth would result in excessive settlement. Special construction methods, consisting of removal and replacement of the existing site soils using structural fill is recommended for foundation support. Details of the existing tank foundations (to remain) are not available at the time of this report. Excavation to allow placement of structural fill in the vicinity of the existing tanks may extend below the base of the existing tank foundations. We recommend the need for overexcavtion and the need for shoring be determined once construction begins. The existing native materials within the depth explored exhibit a relatively high silt content and are therefore moisture sensitive, Earthwork with these soils should best be accomplished during dry weather conditions, There are no construction records available for the foundations for the existing tanks on the site. The near - surface soils materials encountered in the test pits were in a loose to medium dense condition. We recommend that the proposed foundations be supported above a prism of densely - compacted structural fill. Import fill materials could be used to replace the existing soils in wet site or wet weather conditions as a construction expedient. The tines content of the import soils should be limited to less than 5 -per ccnt if earthwork proceeds in wet weather or wet situ conditions. EARTHWORK Site Preparation The ttur1icial site soils consist of silty sands and sandy silts. Even the silty send soils have more than 5 per cent fines. Those site soils are workable only during dry weather conditions. As the moisture content oldie soils increases, the soil will become difficult, if not impossible, to operate on or compact during wet weather conditions. The operation of heavy equipment at the situ can bo expected to result in disturbance of the exposed subgrade soils during wet weather conditions. In arras where the silty soils are exposed or used as nit, we expect that operation of heavy wheeled equipment will result in significant ground disturbance. During extended periods of dry weather conditions, the moisture content of the soil may become depleted and moisture conditioning of the sand may become necessary. This may require the use of water trucks or other water devices. Wu therefore recommend that earthwork utilizing the onsite soils be undertaken only during dry weather conditions, if feasible, to minimize grading costs, Earthwork during wet weather will require the use of select import 1111 soils, with the fines content limited to 5 per cent or less passing the U.S. No 200 Sieve, Subgrade Preparation Prior to placement of the recommended structural fill material, the exposed subgrade areas should be compacted to a firm and unyielding condition. We recommend that a member of our stuff evaluate the exposed subgrade conditions after removal of debris stockpiles, after stripping is completed and prior to placement of structural fill. The exposed subgrade soil should be proofrolled with heavy rubber -tired equipment during dry weather or probed with a 1 /2- inch - diameter steel rod during wet weather. Any soft, loose or otherwise unsuitable areas delineated during proofrolling or probing should be Jul 17 01 12 :37p LSI ADAPT, Inc. p.5 Propane Equipment and Supply WA- 01.6519 July 12, 2001 Page 4 recompacted, if practical, or overexcavated and replaced with structural fill, based on the recommendations of our site representative. Structural Fill All till material used to achieve design grades within the foundation areas should be placed as structural till. The structural fill should be placed in horizontal lifts of appropriate thickness to allow adequate and uniform compaction of each lift. Fitt placed in the foundation areas should be compacted to at least 90 percent of MDD (maximum dry density, us determined in accordance with the modified Proctor test method, ASTM D -1557) to within 4 feet of subgradc, and 95 percent of MDD in the upper 4 feet below foundation areas. The appropriate lift thickness will depend on the ti11 characteristics and compaction equipment used. We recommend that the appropriate lift thickness be evaluated by our field representative during construction. For planning purposes, we recommend u maximum loose -lift thickness of no more than 12 inches, We recommend that our representative be present during she grading activities to observe the work and perform tied density tests. The suitability of material for use as structural fill will depend on the gradation and moisture content of the soil. As rho amount of fines (material passing the U.S. No. 200 Sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. If it Is necessary to import structural fill material to the sito, we recommend that fill material consist of well•gruded sand and gravel with less than 5 per cent passing the U.S.No. 200 Sieve based on that fraction passing the Veinch slave. During prolonged dry weather conditions, a somewhat higher (up to 10 to 12 per cent) fines content will be acceptable. Material placed for structural f111 should be five of debris, organic maner, trash and cobbles greater than 6 inches in diameter. Particle sizes larger than 3 inches should be excluded from the top 1 -foot of till. The moisture content of the till material should be acjusted as necessary for proper compaction, Suitability of Ou•Sito Materials as Fill During dry weather construction, any non-organic on -site soil may be considered for use as structural fill, provided it meets the criteria described above In the structural 111! section and can be compacted as recommended. If the material is over the optimum moisture content (typically 2 to 4 percent) when excavated, it will be necessary to aerate or dry the soil prior to placement as structural fill. The workability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of tines increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. In general, the soils observed at the site consist of silt to silty sand. These materials are suitable for use as structural fill only during dry weather conditions. It may be necessary to moisture condition these soils prior to use as structural fill, particularly during dry weather conditions. Some existing fill may remain below slab areas, but the foundations for the planned tanks should fully penetrate any fill, or the existing fill should be removed, and then be recompacted as structural fill in accordance with the previous report section. Jul 17 01 12:39p p.9 LSI ADAPT, Inc. Propane Equipment and Supply WA- 01.6519 July 12, 2001 Page 5 FOUNDATIONS The following foundation recommendations are presented for conventional spread footings bearing in densely compacted structural fill placed above suitably prepared subgrade, For tank foundations bearing on structural fill compacted to at least 95 per cent of the appropriate MDD hi accordance with the modified Proctor test method as outlined in ASTM D -1557, we recommend they be supported on shallow spread footings. In general, footings founded above a prism of properly compacted structural fill u outlined below can be designed using an allowable soil bearing pressure of 4,000 psf for combined dead and long -term live loads, exclusive of the weight of the footing and any overlying backflll. We recommend the prism of compacted fill extend at least 5 -feet below the base of the propose! footings. The lateral extent of the base of the structural fill prism should be determined by extending a plane inclined at 'Horizontal: 1 Vertical from the side of the footing down to the top of the proposed bearing horizon. This which would result in an average contact pressure at the based of the fill prism of between 1,000 and 1,500 pounds per square foot. Depending on the time of year and weather conditions, it may be necessary to use a layer of geotextile, possibly overlain by crushed ruck or quarry spells, to stabilize the base of the foundation excavation and allow compaction of the structural fill. The need for such measures may best be evaluated once construction begins, AU exterior footing elements subjected to frost action should be embedded at least 18 inches below the lowest adjacent exterior grade. We recommend that any disturbed soils in the footing excavations be removed, or If practical, recompacted prior to concrete placement. All foundation subgrudes should be oxomined by a representative of our firm to verity adequate bearing surface prcparetlon prior to placing concrete. We estimate that settlements of footings designed and constructed u recommended will be less than 2- inches, with differential settlements between comparably loaded footings of 3/4 Inch or Icas. Settlements will occur essentially as loads are applied. Disturbance of the foundation subgrudu during construction could result in larger settlements than predicted. Lateral loads on conventional foundations as described above may bo resisted by friction on the base of the cradle footings and as passive pressure on the sides of footings. We recommend using an ultimate coefficient of friction of 0.45 to calculate friction between the concrete and medium dense structural f111 soils. For the condition of a horizontal ground surface beyond the footing, passive pressure may be determined using an equivalent fluid density of 350 pounds per cubic foot (pcf). This assumes that the footings aro cast "neat" against the cut, and that the fill around the wall is placed and compacted as structural f111. A safety factor of 1.5 should be applied to these values, for sliding and overturning, SITE DRAINAGE All ground surfaces, pavements and sidewalks at the site should be sloped away from structures. Surface water runoff should be controlled by a system of curbs, berms, drainage swales, and or catch basins, and conveyed to an appropriate discharge point. Driveway, parking and sidewalk surfaces should be sloped such that surface water runoff is directed away from the tank, and where appropriate, collected and routed to suitable discharge points. Surface water should not be allowed to discharge over asap slopes, All stormwatur should be collected and routed via tightline to an appropriate discharge point. Jul 17 01 12:42p r LSI ADAPT, Inc, Propane Equipment and Supply WA-01-6519 July 12, 2001 Page 6 LIMITATIONS We have prepared this report for use by Propane Equipment and Supply, and members of their design team, for use in the design of this project. Our report, conclusions and interpretations should not be construed as a warn enty of the subsurfitcc conditions. Variations in subsurface conditions are possible between the cxpiomtions and may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. When the design is finalized, we recommend that the design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to environmental mediation and construction safety precautions, Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except es specifically described in our report for consideration in design. If there are any changes In tho loads, grades, locations, configurations or type of facilities to bo constructed, the conclusions and recommendations presented in this report may not be fully applicable, if such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time this report was prepared. No other conditions, express or implied, should be understood. Respectfblly submitted, goc . Vu Oeotech nical Engineer Kurt W Grocsch, PE Principal KWG: NHV; kwg �J oo. U WASIWZA �, • 14\l.M4 + p.7 1 t • Jul 17 01 12:43p p.8 LSI ADAPT 800 Maynard Avenue S„ Suite 403 Seattle, Washington 98134 Ph : 206.654.7045 Fax : 206.654.7048 FIGURE 1 - Location /Topographic Map Project ; 30K PROPANE; TANK LoastIon : 124642 interuroon Avenue South Tukwitq, Washington 98188 Mat : Propane equipment Supply Data ; 07/10/01 Job * : S -WA -01 -6519 • • Jul 17 01 12:46p L P.9 r r i r r 401Mir„0 s- 411111.0".° r •••••••••••• r •• 00000400 "O .. REMOVE EXISTING CANOPY FOR NEW LOCATION TANK INSTALL r ------------- - ..�T, NEW LOCATION EXISTING LOCATION OFFICE BUILDING WO 01110101040 011 MI 01110110.100 OM 011 00010•••4 PIO SIP 111111■111, WO IOS 110101011•14 MO =I GARAGE WM 00 100110111001 OM NO 111•111M1•10 me NOT ro SCALE LSI ADAPT 800 Maynard Avenue S., Suite 403 Seattle, Washington 98134 Ph : 206.654.7045 Fax : 206,654,7048 FIGURE 2 Site Plan Protect :.SOK PROPANE TANK Location :124642 Interurbon Avenue South Tukwilo, Woehtngtan 98188 Ghent : Propane Equipment Supply Date : 07/10/01 Job • : S -WA -01 -6519 1 Jul 17 01 12:46p p. 10 Mott Oa*: Completion Dale : 07/00/01 L009,0 ey ; N.H.V. HAND BORING LOG LSI ADAPT 800 Maynard Avenue So" Sur 403 908180. WashInola, 11134 TEL: 201,131.704 FAX: 201.634.70411 PROJECT : 30K PROPANE TANK Job Number LOCATION : 124642 Interurban Avenue South Tukwila, Washington 98188 Proems : WA01 -8519 Boring No. : Equipment Supply Elsvabn neknona : WA Hs-i MOP : 01 M 01 Bernd avr#roe Eiwaren : WA casino EMvmlon : N/A 1 1 SOIL DESCRIPTION ir : J II all j 0 AS•BUILT WELL DESIGN LAWAteet 64nches gravelly SAND over loose to medium dense, brown, silty fine SAND/fine sandy SILT Medium stiff, moist, grey-brown, sandy SILT with .• Inlerbeddsd organic matters w ■ ■ N it III . Medium stiff, moist, gray-brown, sandy SILT with Interbedded organic matters .��r�ri.w..��...r•r_rr a — . v Groundwater encountered at 8,5 feet , • Hand boring terminated at 11,0 feet III : ■ V y • • ■ ill i IIIIIII Mill ■ r r ■ ■■ ■ ■■ r r■■ ■■ ■■r LEGEND a° i"r`�.rrG"i+a .'w'"•a ..�. swaaWON Is* rDam gyp+ Pang too asps OWN war Iasi X iIOR ell 1�� 4'!. MOM 1311K Y.r. ono aa•ratsrwow) .1., rib `i W OWN r A "Wig P $ L.; , ~ 9 �t Mme• II Mott Oa*: Completion Dale : 07/00/01 L009,0 ey ; N.H.V. GGREGERSEN STRUCTURAL ENGINEERING Pfc,.: cCT6y SUBJECT 40,1, 01/0 rwr sr Ae!/., tax. %L�4.;GF' fit' r , PROJ NO. CALC DATE ET ( OF REV `l / WT. /' rf / q `f %� :'1.y, ^.f'i�yfrti ys 1 *' prA 4 (oL; ptyr. 0,/64-4-/..v.), CAW -gig Vel:), 434 0(, ' /lr')e i,as') X' xJ ter ss 2s' cr7e# No ta II° �1�`iS11d►I,G : �%� IL$6 3 /9 Zc' ($ e AI71 1't) (In** 4) oa. 1&.f; 3 "gfbIO afrIllerebOet " GMr = , No' ? ems N1 ( 4.14, L. y 1 ito /, • Id 010)(1,0)k) t1 14, ° 6'i(nors L wJl)' ~/4 )4'i ; 414-4 W c, fit' frti , 404 0 2 . (I514/ Pri t, , `rA'ili. s *go: AN {,time.;;;) 1., /vtT Cc" /?J /4 G ?.%1777 ' Mf=r' D r» e, At„?r, vr �r .,41 ?: , 7rJit l op Tr 4. c''` ,Artik . rlo G(iRE(iERSEN STRUCTURAL ENGINEERING PROJECT OBJECT i ‘r 9r V, PROJ N0. _N0. QY •►"'%= DATE SHEET „. OF REV a� 0 1.4 ilk I.3 .111=aliiik )Z EMI 1111 11 .1- • -100 - • • 50 1.. 150 2t immature, C Figure 1 -3 Uquid Density 0.01 -200 -150 -100 -50 0 50 Temperature, C Figure 1 -8 Viscosity of Uquid • r I tosaaaaWS IMI111111111111, d dill&hl MI immature, C Figure 1 -3 Uquid Density 0.01 -200 -150 -100 -50 0 50 Temperature, C Figure 1 -8 Viscosity of Uquid • r-!'1 t. 1� • •/. rte-; I, 11 i g • a a • .M- x sr ..�-.....w.a a a••aw..au a a••�•- �t J �J � • I P"" Y#1 4$71d cO... gir aw ...00MIIi_ . �._._. ... wow ,_a__ __,__ NOISN3, 33IA3S ; 1 �d da,S 1 „1 1 i - tr, ch (4'. '9 % es.+ oCC W v © 6 La W 4 s STRUCTURAL STEEL ENGI NEEF . ,�G BOLTS A36- COMBINED SHEAR _ ANO *TENSION sraric 4.0,00 04/LY R Fe..: 4 /5C /960 sAVc,, SEC77 / 0, e. Pv /(ter g Ks/ i ici -es o-i44 �C /9. / Ks/ 7,/i�'e4os eSeCt UOr EG AaROM NEAP, P(.41(/F, 14 • - 9, 9 /: F 2506/.84e c /9, it's'/ Efir :..: ... - ryRt. 4c� IL' SAie-4,e P44A1 ; • • • • • • r••r_• •- 6••••15•1 • r.� rrrr,.w rrur..wr_. 615•1 • _.. .,.;.,,, • • •1•1,15... •.• 15•1•1..,_. •.•• Alva 416.4A'/NC Caw w'cr /ot1 rAIREADS 11 a 6000-" • ••.... •.: GREGERSEN STRUCTURAL. ENGINEERING Park City, Utah 43541554746 5 Title A Job#► Dsgnr. MAX G. Oats: O•ecr!Pdon : 2.30,000 GAL LPG TANK FOUNDATIONS Scope : FOUNDATIONS FOR LPG TANKS (e9 t floe 910300 General Footing Analysis & Design svow»i.v.►e.�a.�,,f«�+rr.�+rst Page 1 � c: ietico •astveewuhio9.aew.04koviso• Description 30,000 GAL LPG TANK FOUNDATIONS General information Allowable Sod Beating Short Tent Increase Base Pedestal Height Seismic zone Overburden Weight Live & Short Term Combined FY Pc Concrete Weight Loads Applied VetteM Land. Deed Load Lh!e Load Shen Term Losd Applied Momenta.. Dead Load Live Load Short Term Applied $heats... Dead Load Live Load Short Term 4,000.0 pet 1.000 114.000 in 3 110.00 pet 4,000.0 psi 50,000.0 psi 145.00 pcf Calculable* are designed to ACI 31045 and 1007 UGC Requirements Dimensions. Width along X.X Ads Length along Y•Y Axle Footing Thickness Col 01m. Along X.X Axle Col Dim, Along Y•Y Axis 115.000 k k 9SS!lt5LEWIfl IIMI Ya__ Y 6101 (pressures ®left �) loft loft Qraatas Rohlbn a�beue Y (pressures at left & right) k k 38,500 k Min Steel % Reber Center To Edge Mince ...ecc along X•X Axis ...eco along Y -Y Axle 0.000 In 0.000 in 9.500 ft 12.000 ft 10.00 In 15.001n 121.00 In 0.0014 3.50kt Creates Rotation about X.X A (pressures ® top 6 bet) loft loft loft Orestes Rotation about X•X A* (pressures : to 3 bot) k k 9.50ft x 12.00ft Footing, 18.0In Thick, w/ C1umt Support 15,00 x 121.00ln Max Sot Pressure Allowable "X' Soo, of Resultant 'Y' Boo, of Resultant X•X Min, Stability Ratio Y•Y Min, Mobility Ratio Footin Oesl • n Shear Pelves Two-Way Shear One-Way Shears... Vu : Left Vu tm Right Vu Top Vu 42 Bottom Moments Mu Qa Loft Mu c Right Mu Top Mu t@ Bottom D 1,336.3 4,000,0 0,000 In 0,000 in No Overturning 1.975 Dt. +LL +BT 4,044.1 psi 4,000,0 psf 1.500 :1 Max Mu Required Steel Area Shear Stresses.,,. 1.Way 2.Way Soli Pressure Exceeded -r� mug amnia 34,331 loft per ft 0.580 1n2 per ft Y1L X ' 56,806 107,517 psi 25.833 215.035 psi ACS 28.21 psi 23.93 psi 23.a3 psi 0.00 psi 0,00 psi ACI 0.1, 12.0110 12,Otk•ft 0,64 loft 0,64 k•ft Ac_! U.2 28,53 poi 17.12 psi 61.51 psi 42.95 psi •709 psi .4,94 psi 0.00 psi 0,00 psi 0.00 psi 0.00 psi .3.80 k•ft •2.44 loft 34,33 loft 22,07 k•ft 0,64 k•ft 0,41 loft 0.64 k•ft 0.41 loft Vn Phi 215,030 107.52 psi 107.52 psi 107.52 psi 107.52 poi Rum , 63.5 psi 181.4 psi '•^- °" 3,4 psi 3,4 psi .- ;�� • ;.fit "1TP r'f, A3�0. _ ..eroxcin27, per ft 0,58 tn2 per ft `'024 1n2 per ft 0.24 in2 per ft i 4 R GREGERSEN STRUCTURAL ENGINEERING Pant City, Utah 4364104746 TUN : Job life Ds9nr: MAX G. Dab: Description : 2.30,000 GAL LPG TANK FOUNDATIONS Scope s FOUNDATIONS FOR LPG TANKS 144.! SIAM r Uw'.gW4l d1�1 Y• S.f.3.224ir11l1,vW>! ' it111 .$fl MC General Footing Analysis & Design Description 30,000 GAL LPG TANK FOUNDATIONS et 500.2 sr t tt • • •t Page 2 So_ 1 assure Summary Sonic* Load Sob Pressures DL+LL DI, + U. + ST Factored Load 8oi) Pressures ACI Eq. 9.1 ACt Eq. 9.2 ACI Eq. 9.3 ACI Factors Left 1,338.27 0.00 1,870.78 0.00 0.00 (per AC1, applied Internally to entered bads) AC19.1 & DL ACI 9.1 & 9.2 U. AC19.1 69.2 81' ....Weenies sr' 1,400 1,700 1.700 1.100 Right 1,338.27 4,044,09 1,870.76 5,861.72 3,639.86 AC1 9.2 Group Factor AC1 9.3 Dud Load Factor AC1 9.3 Short Term Factor Top 1,33627 1,33827 1,870,78 1,870.78 1,202,84 Bottom 1,336.27 pet 1,336.27 pet 1,870.78 pit 1,870.78 pet 1,202.64 pet 0.750 UDC 1921.2.7'1.4' Factor 0,900 UDC 1921.2,7.0,9' Factor 1.300 1.400 0.900 1200t1 9410ft 70:9■=nowmweellmasimmomptemewelawaramearammosormormesameamevAe 430tt 11 to GREGERSEN STRUCTURAL ENGINEERING Park City, Utah 43541541741 • a«. s1fgM thin RV OI Nt,Y.r5.1.x.22J.r14M. Vb2 to 1N>NUO1CMC Title : Job* Dsgnr. MAX G. Data: Description : 2.30,000 GAL LPG TANK FOUNDATIONS Scope : FOUNDATIONS FOR LPG TANKS General Footing Analysis & Design Page • if wo - a w• _.. al 1 Description 30,000 GAL LPG TANK FOUNDATIONS General Information Allowable Sol Searing Short Term Increase Base PedesiM Height Seismic Zorn Overburden Weight live & Short Tenn Combined fa Concrete Weight Loads Calculations are dmigned to ACI 316.96 and 1997 UBC Requirements 4,000.0 pet 1.000 114.000 In 3 110.00 pat 4,000.0 psi 60,000,0 pal 146.00 pill Dimensions.,. Width along X•X Axis Length along Y•Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim, Along Y -Y Ms Min Steel % Reber Center To Edge Distance 9.500 ft 12.000 ft 16.00 in 15.001n 121,00 In 0.0014 3,50 In A*'Med VeMkei Load,.. Deed Lad Uw Lad Short Tenn Load NOW Moments... Dead Load U e Load Short Term Applied Sheers.. Deed Load We Load Short Term Summary 9.50ft x 12.00ft Footing. Max Soil Pressure Allowable 'X' Boo, of Resultant 8co, of Resultant X•X Min. Stability Ratio Y•Y Min, Stability Ratio Footin Desi • n Shear Forces Two•Way Shear One•Way Shears... Vu Left Vu (11 Right Vu r Top Vu ; Bottom Moments Mu a Left Mu @ Right Mu Top Mu 910 Bottom 115,000 k k Creates Ro about Y•Y Axis (pressures ® lei a right) k•ft k•ft k•ft coat*. Rotation about Y -Y Asia (pressures ® left & night) k k ,,.eoo along X•X Axis .,.silo along Y -Y Axis 0.000 in 0.000 In jetee Rotation about X -X (pressures tj top & bot) k•ft k•It k•ft etas Rotation about X•X Ade (pressures ® top & bot) k 36.800 k Footing Design OK 18.OIn Thick, wl Column Support 15.00 x 121.00in x 114.0in high 1,336.3 4,000.0 0.000 in 0.000 in 2,496 No Overturning gt.4Lt.•ST 3,198.1 pe1 4,000.0 pef 0.000 in 31.585 in 1.600 :1 Max Mu Required Steel Areo Shear Stresses.... 1 •Way 2•Way @fttt�! ,9�mtl:lit 12.013 k•ft per ft 0.247 in2 per ft Yil 23,028 26.805 Vn 107,517 psi 216.036 pal AC.. 26.21 psi 23,93 psi 23,93 psi 0.00 psi 0,00 psi 1- 12,01 k•ft 12.01 k•ft 0,64 k•ft 0,64 k•ft argigi ans 26.800 17,23 psi 23.93 pal 16.38 psi 23.93 psi 16,38 poi 0.00 psi 0.00 psi 0,00 psi 0,00 psi ACU Lasiga 12,01 k•ft 7.72 k•ft 12,01 k•ft 7.72 k•ft 1,78k•ft 1,15 k•ft .0.21 k•ft •0.14 k•ft .p 216.03 pal 107.62 psi 107,52 psi 107.52 psi 107.62 psi Balm amid- 63,5 psi 0.25 1n2 per ft 63,5 psi 025 in2 per ft 9.4 psi 0.24 in2 per ft 3.4 psi 0.24 IQ per ft GREGERSEN STRUCTURAL ENGINEERING Park City, Utah 435MS -9746 Title : Job f1 OycAPIOn : 2-30,000 GAL LPG TANK FOUNDATIONS Scope : FOUNDATIONS FOR LPG TANKS ( t ��s,ia.tt-a..ti«. General Footing Analysis & Design (ef tM .Wc tMC Description 30,000 GAL LPG TANK FOUNDATIONS Page 2 c4000.2S2ree *MD** week Soil Pressure Summary Service Load Soil Pressures Left DL + U. 1,338.27 DL +LL +ST 1,33627 Factored Load Soil Pressures ACI Eq. 0.1 ACI Eq. 9.2 ACI Eq. 9-3 1,870.78 1,870.78 1,202.64 1336.27 1,338.27 1,870,78 1,870.78 1,202.84 Top 1,336.27 3,198,07 1,870.78 4,477.29 2,87826 Bottom 1,33627 psf 0.00 psf 1,870.78 pet 0.00 per 0.00 psf ACI Factors (per ACI, applied Internally to entered beds) Act a1 69.2 DL AC19.1 69.2 U. ACI 94 8 9.2 ST ....seismic • 9T • 1.400 1.700 1.700 1.100 AC19.2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 UBC 1921.2.7 "1.4" Factor 0.900 UBC 1921.2.7'0.9' Factor 0,900 1.300 1.400 1) eamommira • alr 0 00 11 144.1:1=■■■■■••■•■••■••••••■•••■■••■■••••■■■•■•■............Cp. 16 40 t,-111010 • , • . • • • • • • • • • to' GREGERSEN STRUCTURAL ENGINEERING Park City, Utah 438.613.9746 Title : £ Job ar Dsgnr. MAX G. Date: DolcrPtion : 2- 30,000 GAL LPG TANK FOUNDATIONS Scope : FOUNDATIONS FOR LPG TANKS %2/ 1 a.. stoner u.«: KV460311. Vr S.1,i,12.JMrf r11, Matt u1 t 4flIR11CMC Rectangular Concrete Column Description 30,000 GAL LPG TANK FDN PIER DESIGN General Information Calculations are designed to ACI 319.9E and 1997 UBC Requirements Width 138.000 in re 4,000.0 psi Total Height 8.500 ft Fy 80,000.0 psi Unbraced Length 8,500 ft Seismic Zone 3 Eff. Length Factor 1.000 LL & ST Loads Act Together Cokimn is BRACED Ptz 15,000 In 12.0 8 d * 2.000 In 12.0 8 d • 12.000 M Loads Axil Loads Lateral Point Loads 01 02 11a.a11■ 116.000k k k k 36.800 k k 138,00 x 15.00In Column, Reber: 1248 (g 2.00in, 1248 (D 12,00in 161.00 k 4,279.99 k Applied : Fu : Max Factored Allowable : Pn • Phi • Design Eco. Wankel Combined Eccentricity Megr tIcation Factor Design Eccentricity Magnified Design Moment Po' .80 P : Balanced Ecc : Balanced 161.00 4,275.9* k 14,00 k -R 1.050 In 1,00 1.050 In 14,09 k•ft 0,108.68 k 2,814.48 k 6.601 In 14,09 k -ft 1.050 In 1.00 1.060 In 14.09 kdt 6,106,56 k 2,814.46 k 5.801 in Slenderness p •f ACI 310.0 $ cuon t 0,12 1 10:13 Actual k Lu / r 17.333 Elastic Modulus 3.605,0 kw ACI Er:, la-g 16,5050 in 0.7000 34.0000 1.0000 1,0000 0.00 0,00 0.0000 1,0000 1,0500 1,0500 Neutral Aide Distance Phi Max Umlf kik Beta • M :eustained/M:mex Cm El / 1000 Pc:pi"2 El/ (kLu)A2 alpha: MaxPu / (.75 Po) Delta Eco: Ecc Loads + Moments Design Eco • Ecc Delta 809.91, 15,5060 In 0.7000 34.0000 1,0000 1,0000 0.00 0.00 0.0000 1,0000 1.0500 1,0600 ACI Factors (per ACI, appliod infernally to entered loads) ACI 9.1 & 9 =2 DL ACI 9.1 8 9.2 LL ACI 9.1 8 9.2 ST ,.,.seismic • ST • : 1,400 1.700 1.700 1.100 ACI 9.2 Group Factor ACI 0.3 Dead Load Factor ACI 0.3 Short Term Factor 11 6,600 ft Column is Under Reinforced 1 41 4' :iii ..�, .. •+ �' )'' , 103.90 k 4,275.91 k 9.08 loft 1.060 in 1.00 1,060 in 9.06 k -ft 6,108.68 k 2,814.48 k 3,801 in Beta 8=I Ea. 04 16,5050 In 0.7000 34,0000 1.0000 1.0000 0.00 0.00 0,0000 1.0000 1.0500 in 1.0600 In 0,760 UBC 1921.2.7 "1,4" Factor 0.900 UBC 1921,2,7 "0,9" Factor 1.300 0.850 1.400 0.900 GREGERSEN STRUCTURAL ENGINEERING Park City, Utah 438.415 -9TH 44,4! 51001011 ' 11M1!KW 411 !l11.vi9.1.0.211•1..•1!!!,ti+►►12 /I IIf40Mt'1a14CALC Title : F Job at Dsgnr. MAX G. Data: Discritdo 2.30,000 GAL LPG TANK FOUNDATIONS Scope : FOUNDATIONS FOR LPG TANKS AWI l 117 Description Sketch & Diagram 30,000 GAL LPG' IAd* K {1.1)l4a16A►.R 14.1441 WM+tc4ldllwt.1 I4. W -!i i. M(c4 4414.611. L1641 �. !I! 1641 1x1:4 MS i 1114 1131 4411 13P1 *300 11141 44•444l1, /44104114.14) GREGERSEN STRUCTURAL ENGINEERING TL PROJECT SUBJECT PRO f=74767 CALC Gt/ DATE sl-seEr OF tae 1 4 1 f 11 • 1 ii1 MI I 41 IP1N i ■rti�ri���� tommaannumm 44.1.0•••••••Irmr x 1 j4! FA. 1 Mu CD 1.4 t•! 4 [JI or 0§ 111 4.. Structural Specifications General : • The contractor shall examine the structural drawings and shall notify Summit Valley Equipment & Engineering of any discrepancies he may find before proceeding with work. • The contractor shall verify all dimensions and conditions at the site and shall notify Summit Valley Equipment & Engineering of discrepancies between the actual conditions and the information shown on the drawings before proceeding with work. • The contractor shall immediately notify Summit Valley Equipment & Engineering of any condition, which in his opinion may endanger the stability of the structure or cause distress of the structure. • All work and material shall conform to the minimum standards of the latest edition of the Uniform Building Code as adopted by the state of Washington and the city of Washougal in Clark County as well as all applicable requirements set forth by the American Concrete Institute (ACI). • As required by Section 1701.5.3, Special moment - resisting concrete frame, the Contractor shall secure the services of a "Special Inspector" for the purposes of providing continuous inspections during construction of the concrete footings and piers. The Special Inspector shall be qualified in accordance with Section 1701.2 for the UBC and approved by Summit Valley Equipment & Engineering. The Special Inspector shall provide written reports for construction activities to Summit Valley Equipment & Engineering as defined in Chapter 17 of the UBC. The Special Inspector shall also include in his reports the following: - Documents verifying reinforcement materials and arrangements - Proposed concrete design mix - Concrete sump -cone test results - Concrete air entraining test results -28 day concrete compression test results - Proposed reinforcement connectors data sheet Reinforcement Specifications: • Reinforcement steel shall be deformed bars confirming to ASTM A -615, grade 60 only. • Prior to placing concrete, all reinforcing steel, anchor bolts, dowels or other inserts shall be well secured in position and approved by the Special Inspector. • All reinforcement steel shall be detailed in accordance with the Manual of Standard Practice published by the Concrete Reinforcing Steel Institute (CRS1). • Reinforcing steel furnished and installed shall be free of excessive rust, grease, mill scale or any material, which may affect its bond with concrete. i; Concrete Specifications: • Concrete shall comply with all provisions of the Specifications for Structural Concrete for Building, ACI -301 and Building Code Requirements for Reinforced Concrete, ACI -318. • Contractor shall provide concrete having a minimum 28 -day compressive strength of 4,000 pounds per square inch. 28 -day concrete compressive strength test result shall be in accordance with ACI requirements and shall be provided by the Contractor. At least three test cylinders shall be made, tested and reported on for each pour. • Calcium chloride or admixtures containing chloride shall not be used. • Concrete shall contain 5 per cent to 7 per cent air entrainment by per cent by volume of concrete and be accordance with ASTM C 260. • Unless otherwise certified under ACI requirements by the concrete supplier, concrete shall be proportioned and produced to have a slump of 4 inches or less. A tolerance of up to 1 inch above the maximum indicated shall be allowed for one batch in any five consecutive batches tested. • Placement and curing of concrete shall comply with the following: - ACI 304R; Guide for Measuring, Mixing, Transporting and Placing Concrete -ACI 304.2R; Placing Concrete by Pumping Methods -ACI 304.4R; Placing Concrete with Belt Conveyors - ACI 305R; Hot Weather Concreting • -ACI 306R; Cold Weather Concreting -ACI 308; Standards Practice for Curing Concrete • The only approved construction joint is between the footings and piers and one ear of each piers and its main wall. Contractor shall provide a key -way at each construction joint, dowels as indicated on the contract drawings or approved reinforcing steel connectors and a cement -rich mortar at the construction joint. Reinforcing steel connectors shall be capable of providing a minimum of 110% of the tensile and shear strength of the reinforcement it connects. • Formwork shall comply with ACI 347, Guide to Formwork Concrete, Soil Specifications: • The design is based on a soil bearing of 3,000 pounds per square foot as allowed by the Attached Soil Investigation Report. If during the excavation type SW, SP, SM, GM, GC, CL, ML, MN, CH, OL, OH or PT soils ( as defined by UBC Standard 1S-1, Soils Classification) are found the Contractor shall notify Summit Valley Equipment & Engineering. A redesign of the concrete footings and pier will be required. The Contractor is responsible for determining soil type. • Non -frost susceptible gravel and sand backfill shall be compacted to 95% of its dry density in accordance with ANSI / ASTM D1557 (modified proctor curve) both beneath and adjacent to concrete footings and piers. Contractor is responsible for obraining soil proctor(s) of structural backfilling material(s), test data and all additional resources to obtaining these results. Concrete Specifications: • Concrete shall comply with all provisions of the Specifications for Structural Concrete for Building, ACI -301 and Building Code Requirements for Reinforced Concrete, AC1-318, • Contractor shall provide concrete having a minimum 28 -day compressive strength 28 -day concrete compressive strength test result shall be in accordance with ACI requirements and shall be . provided by the Contractor. At least three test cylinders shall be made, tested and reported on for each pour. • Calcium chloride or admixtures containing chloride shall not be used. • Concrete shall contain 5 per cent to 7 per cent air entrainment by per cent by volume of concrete and be accordance with ASTM C 260. • Unless otherwise certified under ACI requirements by the concrete supplier, concrete shall be proportioned and produced to have a slump of 4 inches or less. A tolerance of up to 1 inch above the maximum indicated shall be allowed for one batch in any five consecutive batches tested, • Placement and curing of concrete shall comply with the following: -ACI 304R; Guide for Measuring, Mixing, Transporting and Placing Concrete -ACI 304.2R; Placing Concrete by Pumping Methods •ACI 304.4R; Placing Concrete with Belt Convenors -ACI 305R; Hot Weather Concreting -ACI 306R; Cold Weather Concreting -ACI 308; Standards Practice for Curing Concrete • The only approved construction joint is between the footings and piers and one ear of each piers and its main wall. Contractor shall provide a key -way at each construction joint, dowels as indicated on the contract drawings or approved reinforcing steel connectors and a cement -rich mortar at the construction joint. Reinforcing steel connectors shall be capable of providing a minimum of 110% of the tensile and shear strength of the reinforcement it connects. • Formwork shall comply with ACI 347, Guide to Formwork Concrete. Soll Specifications: •i eve..? • The design is based on a soil bearing o ounds per square ' as allowed by the Attached Soil Investigation Report. If during the excavation type SW, SP, SM, GM, GC, CL, ML, MN, CH, OL, OH or PT soils ( as defined by UBC Standard 18 -1. Soils Classification) are found the Contractor shall notify Summit Valley Equipment & Engineering. A redesign of the concrete footings and pier will be required. The Contractor is responsible for determining sail type, • Non -frost susceptible gravel and sand backfill shall be compacted to 95% of its dry density in accordance with ANSI / ASTM D1557 (modified proctor curve) both beneath and adjacent to concrete footings and piers. Contractor is responsible for obtaining soil proctor(s) of structural backfilling material(s), test data and all additional resources to obtaining these results. Structural Specifications General : • The contractor shall examine the structural drawings and shall notify Summit Valley Equipment & Engineering of any discrepancies he may find before proceeding with work. • The contractor shall verify all dimensions and conditions at the site and shall notify Summit Valley Equipment & Engineering of discrepancies between the actual conditions and the information shown on the drawings before proceeding with work. • The contractor shall immediately notify Summit Valley Equipment & Engineering of any condition, which in his opinion may endanger the stability of the structure or cause distress of the structure. • All work and material shall conform to the minimum standards of the latest edition of the Uniform Building Code as adopted by the state of Washington and the city of Washougal in Clark County as well as all applicable requirements set forth by the American Concrete Institute (ACI). • As required by Section 1701.5.3, Special moment - resisting concrete frame, the Contractor shall secure the services of a "Special Inspector" for the purposes of providing continuous inspections during construction of the concrete footings and piers. The Special Inspector shall be qualified in accordance with Section 1701.2 for the UBC and approved by Summit Valley Equipment & Engineering. The Special Inspector shall provide written reports for construction activities to Summit Valley Equipment & Engineering as defined in Chapter 17 of' the UBC. The Special Inspector shall also include in his reports the following: - Documents verifying reinforcement materials and arrangements - Proposed concrete design mix - Concrete sump -cone test results - Concrete air entraining test results -28 day concrete compression test results - Proposed reinforcement connectors data sheet Reinforcement Specifications: • Reinforcement steel shall be deformed bars confirming to ASTM A -615, grade 60 only. • Prior to placing concrete, all reinforcing steel, anchor bolts, dowels or other inserts shall be well secured in position and approved by the Special Inspector. • All reinforcement steel shall be detailed in accordance with the Manual of Standard Practice published by the Concrete Reinforcing Steel Institute (CRS!). • Reinforcing steel furnished and installed shall be free of excessive rust, grease, mill scale or any material, which may affect its bond with concrete. File: MJ0113- 35mm Drawing# i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBERMI.O1-130 DATE: 07 -18 -01 PROJECT NAME: SUBURBAN PROPANE SITE ADDRESS: 12 _42__I_NTERURBAN AV S SUITE NO: X_ __Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Buitt ivisi n 1W C' B-VOI v. Pe:bisWo c, ,g F re Prevention EI Planning Division (,t1 j3 .6I �G.. / -�ol tructura � � ❑ Permit Coordinator DETERMINATION OF .COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 07 -19 -01 Not Applicable TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required a DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE,!&- l6 -Ol, Not Approved (attach comments) ❑ DATE: CORRECTION. aufsMIf TIQ : DUE DATE Approved ❑ Approved with Conditions I Not Approved (attach comments) E REVIEWER'S INITIALS: _ DATE: PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER MI01 -130 DATE: 07 -18 -01 PROJECT NAME: SUBURBAN PROPANE SITE ADDRESS:; €4.2 INTERURBAN_:AV S_ SUITE NO: X,_,,,,_„Original Plan Submittal Response to Incomplete Letter #.. _Response to Correction Letter # # AFTER Permit Is Issued DEP-ARTMENT,S: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator Ei DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ikr Comments: Incomplete El 41=1•1•11.. DUE DATE:M-,12 Not Applicable ❑ TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Rev( w Required ❑ No further Review Required Ei DATE: 7-- Iii' 2001 APPROVALS OR, CORRECTIONS: (ten days) Approved ❑ Approved wit REVIEWER'S INITIALS: CORRECTION QjTIRMINMTjON: Approved El Approved with Conditions REVIEWER'S INITIALS:. DUE DATB - - 1 Not Approved (attach co ments) L.J DATE: DUE DATE Not Approved (attach comments) ❑ DATE: Iruovit,xc 1 PERMIT NO.: M 101-130 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction 00003 investigation • 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up 0 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC 00070 NLEA Inspection/Modular Struct 00071 Mobile Home Tie Down insp 00072 Marriage Lines 00090 Rested! ❑ 00095 Footing Drains 00100 Foundation Footings 00200 Foundation Wails 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing 00600 Masonry Chimney 00610 Chimney installation/AIl Types 00700 Framing 00750 Roof/Ceiling Insulation 00800 Floor insulation 00801 Wall Insulation 00802 Exterior Roof Insulation 00803.8,,Olazing inspection 00815 Lighting and Controls 00900 Suspended Ceiling 01000 interior Wallboard Fastening 01001 Exterior Wallboard Fastening 01110 Pre -Move Inspection 01113 Motor Inspection 01120 Pre -Demo 01140 Pro•reroof 1400 Final -Faro 01700 Final - Building 01900..,,Final- Reroof 3100...,,..,Silo Visit 04000 Special- Concrete 04001 Special -Bolts in Concrete 04001 Special-Mom/Resist Conc Frame 04003 Special -Reinf Steel Prestress 04004 Spacial - Welding 04005 Special- High - Strength Bolting 04006 Special•Sttuctural Masonry 04007 Special-Reinf Gypsum Concrete 04008 Special - Insulating Conc Fill 04009 Special -Spray Fireproofing 04010 Special - Piling, Piers, Caissons ❑ 04011Spcciai- Shotcrctc ❑ 04012 Special - Grading, Excav/Fill ❑ 04013 Special- Retaining Wail ❑ 04014 Special- Panels ❑ 04013 Special -Smoke Control System TENANT NAME: 60e--Izzatsi PR 39 N E. CONDITIONS 1/110001 No changes to plans unless approved by Bldg Div gloom Special inspection required, notify Bldg Div ler 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing (l 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..," ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected (0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final imp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on she 0 "BTU maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain Insp for water /sewer connect 0038 A C of O will be required for this permit 0039 Final approval for all TI Win the limits of the SC Mall 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to bo in compliance with 8,2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, Insp records & approved plans available 0006 All structural concrete shall be special Inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" o "Anchoring - All now construct and substantial Improvement shall be anchored to prevent flotation" 0 0007 All structural welding shall be done by WABO mined Inspector 0008 All high - strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16,04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept, ❑ "Obtain required inspections from appropriate water & sewer districts" O "Fuel burning appliances ❑ "Appliances, which generate,.,," ❑ "Water heater shall be anchored..,." ❑ "Rcroot" Plan Reviewer: Permit Tech: Date: Date: (.4 ' PLAN REVIEW /ROUTING SLIP MTV NUMBER M101 -130 _ DATE: 07 -18 -01 PROJECT NAME: SUBURBAN PROPANE SITE ADDRESS: 12642 INTERURBAN AV S SUITE NO: ..Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMEN'f_S: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete ❑ DUE DATE:, 07- 19 -01, Not Applicable ❑ TUES/THURS ROUTING: Please Route El Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: PPRQV LA S OK C RRECT, ANS= (ten days) DUE DATEMA Approved ❑ ► �r•v:+ with Condition. ,�.i„�, Not Approved (atta co ments)❑ REVIEWER'S INITIALS: 5R) DATE: S 301 RR &j,ION DETERMINATION; DUE DATE_,_„ Approved El Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: .._ DATE: visoUltDOC PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER MI01- 130 DATE: 07 -18 -01 PROJECT NAME: SUBURBAN._PROPANE SITE ADDRESS: 12642 IN�'ER RBAN_ U AV S SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural E Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -19 -01 Not Applicable El TUESITHURS ROUTING: Please Route El Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: dPPROVALS Q„CO_,,,,RRCTIONS: (ten days) DUE DATF,1C,_ -01 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: C',QRRECTION DETEKMINATLQ : Approved El Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) ❑ DATE: r I PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER_M101 -130 DATE: 07- 1$ -01_ .. PROJECT NAME: SUBURBAN PROPANE SITE ADDRESS: 12642 INTERURBAN AV S SUITE NO: X ,Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #_ _ Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Ei Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: Incomplete El DUE DATE: - Not Applicable ❑ TUES/THURS ROUTING: Bd2 Cif= ' I Please Route Structural Review Required REVIEWER'S INITIALS: ►� 4' "? 7 /NN /o' JJs No further Rev ew equired DATE: - Of APPROVALS OR CORRECTtQNS: (ten days) DUE DATE 08 -16-01 Approved El Approved with ConditIonsE. Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: C ON O : DUE DATE Approved EJ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: wtWwIcuac 1 CITY OF Ti 1 WILA !'"`1 Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -4 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING ) ) ss. w.rz , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code 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 building 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 building permit to be exempt under No. Al • and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 APPLICANT Signed and sworn to before me this _ 3 day of %ir,fsf ,20(_L_..0 NOTARY PUBLIC in and for the State of Washington, residing at County. Name as commissioned: My commission expires, 18.27.090 Exemptions. This chapter shall not apply to: 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 or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, Improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A moblle /manufactured home may be installed, set up, or repaired by the reglstered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7, Any construction, alteration, Improvement, or repair carried on within the limits and boundaries of any site or reservation undor 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 $500, 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 AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 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 is a contractor, or that he 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'ptevention purpbies; except When any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an Improvement on his own property with the intention and for the purpose of selling the Improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work In or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of ti the state of Washington while operating within the boundaries of such political subdivision. The exemption provided In this subsection is applicable only when the licensee Is operating within the scope of his license; , \t• „ • .� '15. Any person who engages Iri tiip•A6tiVitfe>rherein regulated as an employee :of a /p i9ter d qpntractor with wages as his sole competes i P1Y`. :.,, r, 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47,28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. "*.-44) City of7Lkwtla Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director February 11, 2002 Mr. Vern Parry Construction Foreman Propane Equipment and Supply 3765 So. 300 West Salt Lake City, UT 94115 RE: Request for Extension — Permit No. MI01.130 Suburban Propane 12642 Interurban Av S. Dear Mr. Parry: This letter is in response to your written request for an extension to Permit No. M101.130. The City of Tukwila Building Division will be extending your permit to August 27, 2002. Please be advised that this will be the only extension granted for this project. If you should have any questions, please contact our orrice at (206) 433.3670. Bob Benedicto Building Official BB/Its Filo: i tNO'M1014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 2064313670 • Fax: 206.431.3665 pilopin0me Salt Lain City, Utah 84116 s February 7, 2002 City of Tukwila Permit Center Attention: Kathryn Stetson Permit Technician Fax: 208.4314665 Dear Kathryn: Concerning permit # M101.130 issued for safety upgrades and tank relocation, Suburban Propane has been dealing with storm water problems at this location, We made the decision to delay tank relocation and safety work until the storm water project was engineered and accepted by city officials, The contact from the City of Tukwila is Ryan Larsen telephone number 4330179. Engineering the project is James Carlson with AHBL telephone number 383.2422.Once this water project is approved and we are confident there are no construction tion conflicts, we can schedule the start of our project using permit # M101.130, At this time we are told that all approvals should be ready by mid - march, and would request the maximum extension of 180 days for permit # M101 -130. If other information is needed, or I can answer any questions, feel free to contact me at 801.209.8773. Sincerely, Vern Par Construdon Foreman To: City of Tukwila, Permit Center Company: Fax number: +1 (206) 4313885 Business phone: From: Vern Parry Fax number: +1 (801) 8217338 Business phone: Home phone: Date & Time: 2/7/02 8 :15 :05 PM Paws: 2 Re: Permit Extension Att.n:Kathryn Stetson city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director January 18, 2002 Mr. Vem Parry 3788 S. 300 West Salt Lake City, UT 84115 RE: Permit Application No. MI01.130 Location: Suburban Propane 12842 Interurban Ave 8, Dear Permit Holder. In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Offidal under the provisions of this code shall expire by limitation and become null and void If the building or work authorized by such permit Is not commenced within 180 days from the date of such permit, or If the building or work authorized by such permit is suspended or abandoned at any time after the work Is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City 0f Tukwila Permit Center at (208) 431.3070 to schedule a progress or a final Inspection A progress Inspection Is Intended to determine If oubstantlal work has been accomplished since issuance of the permit or last inspection: or if the project should be considered abandoned. If such determination Is made, the Building Code does allow tho Building Offidal to approve a onaflme igigag on uo to 1A0 dava, Extension requests must be in writing and provide satisfactory reasons why dreumstancea beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 27, 2002, your permit will become null and void and any further work on the project will require a now permit and associated fees. Thank you for your cooperation in this matter, Sincerely, VO 41/1/440 Kathryn A. Stetson Permit Technician Xc: to inkFiliNd;Mf01 =130 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665 • I •• • • • • To: Stofonya Company: Fax number: +1 (208) 4313885 Business phone: From: Vern Parry Fax number: +1 (801) 8217339 Business phonc Home phone: • `" OP niki;v't IA SEp • • • • cetvreR Date & Time: 9/23/01 6:49:28 PM Pages: 3 Re: Suburban Propane permit MI01.130 I didn't know who could help me with this problem, Please forward a copy to the proper people, Propane Equipment and Supply Memo 7b: City of Tukwila Building Dept Attn: Stefonya Proms Vern Parry ms: 09/23/01 ia: Permit # MI01 -130 Upon inspection of the conditions attached to permit number Ml01 -130 we are requesting a written clarification for condition 7 through 22. After obtaining and reviewing city ordinance No. 1901, we are unable to relate this ordinance to any aspect of our planned permit use. We have been unsuccessful to this point in being able to clarify exactly what the fire department is attempting to achieve. We understand how busy the fire inspectors are and can appreciate how valuable their time is. This is the reason for our contact with you, in an attempt to enlist your help in clarifying these restrictions. The scope of work under this permit has nothing to do with new or existing buildings. It was solely for the relocation of an existing tank to improve safety in the flow of traffic within the existing yard. My client, Suburban Propane, is anxious to begin work to improve the safety of this plant, however it appears that the fire department may have missed interpreted the city ordinance No. 1901. Please review the conditions as written for this permit and fax a clarification to my office as soon as you can so that work can begin in a timely manner. My fax number is 801- 262- 6871;my cell telephone number is 801-209-8773. I appreciate deeply any and all the assistance that you can offer In this matter, and look forward to hearing from your office. Thanks Vern Parry PES const. 7 -13 -2001 9:S AM PROM" TRANSPORTATION 12092520609 Suburban Propane P. 2 .$ 2874 South Cherry Avenue • Fresno, CA 93706 Office 559.486.2770 • Fax 339466.3109 http : / /www,suburbsnpropanc.corn July 13, 2001 To whom it may concern; This is to inform you PES Industrial and Wholesale Gas Equipment, 3768 South 300 West, Salt Lake City, UT 54115, Has been engaged on behalf of Suburban Propane for the investigation of, and to obtain permits to provide for the safety, and maintenance for the possible upgrades to our plant located at 12642 Interurban Ave South, Seattle, WA 98168, with respect to seismic improvement upgrades, and enhancements. Should you have any questions please call me at 800 - 237 -4632, ottsWe Robert A, Juar Safety Coordinator- W co: Rile RECEIVED rrrY Or Tt:K't,:t.A .1111 1 8 MOl PERMIT CENT ER filroHoo eed to Enter Contractor Information in Sierra: $Yes & 1111ESEIMEN, FL imassisr SIIIMIMIL 111S MUM • .111wn►,.rr • .IMS gnaws tines • FM ►w October 11, 2002 Tuk WIla Building Department Attention: Building Official Subject: Tuk Willa, WA Building Permit #1111101-130 Propane Equipment and Supply 30,000 gallon Propane Storage Tank Foundation- Anchorage Details Construction Revision Ladies and Gentlemen: Based upon discussions with Mr, Vern Parry, Construction Manager for the Propane Equipment and Supply 30,000 Gallon Propane Storage Tank Project, it has been determined that only (1)'/4" thick by 4" wide anchorage band has been Installed at each of the tank foundation piers in lieu of the specified (2) W thick by 3' wide anchorage bands at each location as required by design. It is suggested that e W thick by 2" wide plate band be added next to each of the existing 4" wide plate bands in order to satisfy the seismic load requirements previously calculated. This band may be welded to the existing angles utilizing the same welds as specified in the original design. With the addition of a 2" wide plate band at each pier location, those details are hereby certified as conforming to, and meeting the intent and requirements of my original tank foundation anchorage design and of the Building Code. GREGtF` h r;;4A4 �i :jIIMI Max A. Gregersen, Washington Professional Engineer (Civil) No. 27175 RECEIVED Er 15 7002 BUILDING DEPARTMENT dot 14 02 12:45p LS1 ADAPT 205 954 7049 Memorandum 4 NV • p.2 To: City of Tukwila Attn: Bill Rambo CC: Propane Equipment & Supply Attn: Vern Perry, Pile (WA01.6519) From: Kurt Grouch P.L. Date: 10/14/02 Re: Cieotechnlcal Special Inspection; Pinat Letter City of Tukwila Permit No. M101.130, Suburban Propane , 12475 Interurban Ave, Tukwila, WA LSI ADAPT (ADAPT) is writing this memorandum to document the extent of our gcotechnicai special inspection at the above referenced rite. A representative§ f)om ADAPT completed intermittent inspection of Mobilization efforts over the court of 2 separate site visits. We observed the site contraotor as far as orientation and the extent of excavations for new tank foundations at tho alto. The contractor placed crushed conutote meeting the requirements for quarry spells above a Stiff silt subgrade. Site curiditians were cortsistont with those encountered in our explorations and as anticipated In our design report. Our representatives confirmed the placement of import till material at the site largely consisting of quarry spells used to backf ll the foundation pad areas. Finer crushed concrete ( -.3 /4•Inch minus) was used to cap the coarser materials and served to provide a leveling course. Based on our observations, we conclude that the project construction was completed In accordance with the approved plans, and meets the intent of the project geotochnicai report completed by our firm. Should you have any questiou or require addittonnl information, please contact nto at your earliest convenience. Copies of our field reports are included for your convenionco. \`60 1 RECEIVED OCT 15 ?O02 OEPALflTM NT GIECHISEN, Ird sawn= wary Mwwtr RCM $74 • irwrirr,mw • use n►�maswim r. 481141140411 August 21, 2002 Tuk Wile Building Department Attention: Building Official Subject: Tuk Willa, WA Building Permit * MI01 -130 Propane Equipment and Supply 30,000 gallon Propane Storage Tank Foundation - Certification of Oldcastle- AMCOR Precast Details to be in Conformance with the Structural Design and Drawing 439 -C -01 ( revision B) previously prepared by Summit Valley Equipment and Engineering. Ladies and Gentlemen: I have reviewed the Oldcastle -AMCOR precast concrete foundation details for the above - referenced Propane Equipment anti Supply 30,000 Gallon Propane Storage Tank Project, and conclude that those details are ecertiflod as conforming to, and meeting the intent and requirements of my cast-in-place concrete foundation design and of the Building Code. • RECEIVED OC r 1 12002 BUILDING DEPARTMENT Max A. Gregersen, Washington Professional Engineer (Civil) No. 27175 T - 1 3U File: 1111111111111.1 . 30 35mm Dr ing# • • Volume Existing Job Total Strip Qtys STRIPPING Area Total Cut Fill 88,456 56,141 32,315 Depth Length Area 0.666 1,601 88,456 Total 1,601 88,456 CASCADE VIEW PARK 320.ESW Units = Ft-CY May 25,2001 11:21:43 Page 1 Volume Comp Ratio Volume Export Change Cut Fill Cut Fill Cut Fill -Import Per .1 FT 3,934 1,338 1.00 1.00 3,934 1,338 2,596 327 Volume 2,182 2,182 Sect Qtys Depth Length Area Volume NONE 0 F0 +61 Total 0 0 50 100 df Lthrtt V =Y. r�lry F0 +58 C1+64 : '.. j'f'...a ::.:. .. �fl....,.... • F0 +86 :C0 +00 0 INCH CHINA IIIli'il111111IHI IIIIIiil 1 .�..2� • 5 6 � l.... . �� Iiiiiiiiiiliiiiliiii i111 111ii i�i1�P11ITI'!1 1 iI111I111111iIiii►IiiI1 h 7.50 7.00, 6.50 6.001 5.501 5.00 4.50 j 4.00 3.50 I 3.00 2.50 2.00 i 1.50; 1.00 0.50 ±,100 0.50 I 1.00 1 1.50 I 2.00 i 2.50 3.00 4 3.50 1 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 RECEIVED 1iUN 27 2001 TUKV\IILA P:UBLIC. 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