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HomeMy WebLinkAboutPermit D98-0376 - PENSKE TRUCK LEASING - SHOP WASH, OFFICE AND MEZZANINED98 -0376 12840 48 Ave. So. Penske Truck Leasing City of Tukwila - Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: Contractor OCCUPANT OWNER CONTRACTOR CONTACT '.:signature: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 000480 -0018 12840 48 AV S AWSE DEVPERM C /LI V -N 001 Fire North: .0 South: .0 East: TUKWILA Sewer: TUKWILA Slopes: Y License No: SGACO * *084BS PENSKE TRUCK LEASING 12840 48 AV S, TUKWILA WA 98188 PENSKE TRUCK. LEASING ,ATTN DONNA ERKES, ROUTE 10 GREEN HILLS, READING PA 19603 SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET SW #200, LYNNWOOD WA 98036 DAVID KEHLE Phone: 206 -433 -8997 12720 GATEWAY DR, #116, SEATTLE WA 98168 ** kk***** k kk* kk********* k** * *k *** * **k **k* * *•k * *•k*** * *•k** kit •k ****•k* ***** *•k **********k** Permit Description: CONSTRUCTION OF A 4,532 SO FT ADDITION FOR SHOP AND VEHICLE WASH, REMODEL INTERIOR OFFICE SPACE AND CONSTRUCTION OF A MEZZANINE AREA WITHIN THE EXISTING STRUCTURE. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS MODIFICATIONS, DDCVA INSTALLATION OUTSIDE THE BUILaING.,,LANC ALTERIN AND STORM DRAINAGE. r ��, ,* �'` � � f wtt kkkkk*kk•k **•k ** * *S * .k * *.k. k k7WWWUMWTT7WTVI9e44,k44 'r Construction Valuation: $ 208,3e0.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: jjs Curb Cut /Acres:. /'S i dewal k /CSS : Y Fire Loop Hydrant: Y Flood Control Zone: N Hauling: N Start Land Altering: Y Landscape Irrigation: N Moving Oversized Load : N Start Time: End Time: D :tt8tT' S.i Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k** k k**• kk** k******** kk***** k k*** k* k*********** k** k*k k**** ** * * ** * * *'k * * * **•k ** ** * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,853.85 kkk k** kk kk kk*** kk kk** kkk*********k kk k*********** k* k* k*** * * * * * * ** ** * **•k* * * * * * * *'k* Permit Center Authorized Signature:__ DEVELOPMENT PERMIT No: Time: Cut: Print Name: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: 75 Streams: (206) 431 -3670 D98 -0376 ISSUED 07/30/1999 10/02 /2000 WAREHOUSE 1997 NONE .0 � ' * xC k* * * **** Sizetin): .00 End Time: Fill:. a/A&IliZe//). Date:_x44/2___ I hereby certify that I have read an examined this permit and know the same to he true and correct. All provisions of law and ordinances governing this work will he 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 laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: V. o 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 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000480 -0018 Permit No: D98 -0376 Address: 12840 48 AV S Status: ISSUED Suite No: Issued: 07/30/1999 Location: Expires: 06/28/1999 Category: AWSE Type: DEVPERM Zoning: C /LI Const Type: V -N Occupancy: WAREHOUSE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: NONE Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Y Streams: Contractor License No: SGACO * *084BS OCCUPANT PENSKE TRUCK LEASING 12840 48 AV S, TUKWILA WA 98188 OWNER PENSKE TRUCK LEASING ATTN DONNA ERKES, ROUTE 10 GREEN HILLS, READING PA 19603 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET SW #200, LYNNWOOD WA 98036 CONTACT DAVID KEHLE Phone: 206 - 433 -8997 12720 GATEWAY DR, #116, SEATTLE WA 98168 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF A 4,532 SQ FT ADDITION FOR SHOP AND VEHICLE WASH, REMODEL INTERIOR OFFICE SPACE AND CONSTRUCTION OF A MEZZANINE AREA WITHIN THE EXISTING STRUCTURE. PUBLIC WORKS ACTIVITIES INCLUDE ACCESS MODIFICATIONS, DDCVA INSTALLATION OUTSIDE THE BUILDING, LAND ALTERING AND STORM DRAINAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 208,300.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: Y No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 75 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,786.85 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: 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 laws regulating construction or the performance of work. I am authorized to sign for and obtain this development per it. Signatu r A 0'44 Print Name: /E2jW1rc DEVELOPMENT PERMIT (206) 431 -3670 e -- Date :Th-3>"I9 Date: 7 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. Pdofess: 12040 4 AV S ;: No: C98-6326 Su7te. Tenant: rype: DEVPEPII a 4: 000430-0010 :;, Fermi t Conditions: 1. No changes win be made to the plans unless aPproved bv the Engineer and the Yokwila BUilding Division. 2. Ali permits. insoectionecOrds„:: and:4o!*oyed plans shall be avaliable at the ieb—site prior to the start:Of any con- structien. rheSe'Abcumentsare tebemaintained-and able until fi is g'ranted, IlectricaltierMitsshat be 'obtaine&throUgh:;the liiash State Divjajen of,,Laper and.1ndustries andallelectriCal wOrk witiyb'e lnoted bv trq.at. 4, Plumbihg2:eer11tS'Shal1 'be obtained through'-tilerSeattle4jng ',County.:Deriartment of PU 1 : C 11?t J th P 1 tirnb i nc w 1 1 be nspeCtedby that'yagencY.:.,:iricluding gas Pivir19 . _ All:Mechanfoal.:.Work shall be :under separate permit tSSued ti the'CAtu of* 6. All:-.ConStruCtion te.be dene,:in conformance with aPproVed P lap$ and re*irements : Boijdino Code: (199:;:., amended: Unifom MeChinicalAtode 1 Ed and:NashingtoWState EnergYHCode;(199YEdition).: ?, yaltditvHof Permit, The . i:Ssuance of a perMit o apProvalof tOans, SpecificatienS. andcomoutatlens shall not be_eon- trued to :be a permit to r an approval env OcOatlon, o f any Of the'brevisions of the'ibuilding:Code or of other ordinance of the lurlsdictiew.,-;No perMit presumrng to giveautherity to violate or canCeLthe .ha 11 be valid, 6. Yhen Stleclal inspection is reduiredeither:theOwner. : architeot or engineer shall notlfy td Buijding aPpei of the agenciesH)riore,.. the first:builOng inspection. Copiesof all sPeciai,. inspection r shall be- submttted'to the Division in 4time:Ay manner P.eport shall containaddreSs. proiect name.'permit number andlti.eye:,of 1 nspectl.00 performed. 9, rhe special inspector:shall submit a finalsigned rePort stating whether the weri; was to the best of the inspeCtor"'$%.*newledge, An conformance ,H with approved plans and specifications and the applicable. workman.s.hio orovisions of the LIBC. 10. Any new ceiling grid and light fi..y.ture installation is required to meet Lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (a) feet in length. 12. Peadily accessible access to roof mounted equipment i$ required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inSpection ' purposes, Deouments shall bear the seal and signature of a • Washington State Professional Engineer. 14. Any expe.z.ed niu l at. ion.= backing material ha 11 have a Flame PAti0,4 of )e oo ; • 1 h w I I tor. - ' ' • • t ; 1 SUED Abbited: 11/65:1990 issued: 02/30/1999 4 '44 '4 ukle'4****1.4-044.4*44 4*4 4lf*****44.448 fication Showing the fire performance rating thereof. 15. Subgrade preparation including drainage. excavation. - compaction. and fill requirement shall conform strictly with recommendations gi,ven in the soils report. J. Structural observation shall be provided for this protect. Architect or engineer responsible for the structural design shall submit a written statement to, the Building OfficiaT in accordance with UBC - Sec. 30O. 17. Notify the City of Tukwila Building Division prior-to P lacing anY concrete. This procedure is in addition to any requirements for soecial inspection. 16. All wood to remain in placed concrete shall be treated wood. lhere shall pe no occupancy of the bundingis) until the final inspection ha been completed by the Tukwila Buildino Inspector: • • • • 20. VENTILATION IS REOUIRECr,r9RALLNEW:ROOMS:AND SPACES OF NEW OR EXISTING BUILDINGS:IN.CONFORMANCE WITH:-THE:),INIFORM BUILDING CODE AND THE STATE VENTILATION, AND INDOOR AIR OUALITY CODE:tHAPTER5f,-13 _ 21. All structural concreteshall be soeCialihsbeoted:J04C 7 Sec: 306.(a)1). - , . • All struttural 'Welding hall be donebv •e titied weldersandSpecial inected -:(11BC - Sec. PUBLIC ContraCior shall notify:Rubfic Work Utility InsPeCtor'at 206,431-0179 of CommenteMent and:comPletion of work • . least:24., in adVance. BACKfLOWPREVEkTION VAtVES_AND POST 'P WALL INDICATING 'VALVES"SHALL PROVIDED - WITHULCENTRAL,STAlION TAMPER. COORACiOR,:;SHALL COORDINATE :INSTALLATION OF. THE DETECTOR'' DOUBLE CHECK VALVE:ASSEMBLY:WITH,j0KW4A DEPARTHENT 'CONTACT MR A412!...• OLIVA4 SSISTANT ^ 7 25. The sire shall have Permanent erosion rCotrl:measure place as soon a: POssible after finalgradinghas been completed and 'prior to the Fina) InspeCtion-'' - 26. Driveways shalT.•Comply-with City commercial standards., Driveway Width shall be a 251• 35' maXlmum Slope shalt be a maximum of 15%. Turning radii minimum of 1 0 2T. Sidewalks and Curb raw's shall-.cOmpTy';with C 26. Work affecting traffi,c flows shall beclosel*::COordinated with the City Utilitiesjpspettor. jrafflte PlanS shal/ be submitted to the Inspector:fo Prior approval. 9. All double check valve assemblies shall be apprOved by the State Department of Health. 30. Hauling over 50 ey shall reou ire application for a Hauling. Permit prior to any associated activity. SUPERVISION. , 24. Tempo, v erosion control measures shall. be'imblemented the order of business to orevent'sedimentation site:or into existing storm drainage facilities Project Name/Tenant: (�e -17 - Tr u ck1 nj V alue of Construction ` i3 , boO Site Address: ri1 Cit St�t�/Zip: I D 840 4& �JD . Tul'`wi Ia 1 YA `�81W & Tax Parcel Number: 0oo48b •- Lo19 - C ': Property Owner: re.nok . Tr uce. i_ea54nA Phone: . 7 � �-- 57a -t.pg77 Street Address: 3350- E. bi Cit ( State /Zi ail 1- 1 oZ pire� ec Fax #: 714 - e3 9 3 -- (v 15 * i a t Contractor: 6 C7 Tt A c rpo -edwt J Phone4 5 17g- c ! / Street Address: City St to /Zip: Curl I4..oli-t►` .5 w l-unnteou l ciR0 Fax #: ` -712 - ,ij %(.p Architect: Dow cA .4 hit Arch ke., L Phone:xt�"" 4 Street Address ` ,1atelAil C tri of � io s (! ggllils !! J T Fax #: N 94� J d 369 C> Engineer: Richard_ cid�crn s rr.. Phone: ao(v- 3 �- lot(po Street Address: / 1.005, 0 L k, / k 6ta City S te/Zi Fax #: (` Contact Person: „ h t ^ t �.� Phone a U - , /n3 g 7 . J City State /Zip: Street Address: / eats -i bi Jai -fie 1(4 qWi &V Fax #: . - ( 10 - 3 C Description of work to be done: (io•{ -r(,{ CA-013 01` ' 3,9.0 5+ actttctian --/by .chap y- v e-h i d e x Iti - ki rem 0 ve_ eXtM -if n j o- ceo a Cpyl. -r'ic a- new i") rL) Existing use: ❑ Retail ❑ Church ❑ School /College /University Restaurant ❑ Multi- family Manufacturing ❑ Motel /Hotel ❑ Other Warehouse Office ❑Hospital Proposed use: ❑ Retail ❑ - estaurant ❑ Multi- family ❑ Church Manufacturing ❑ Motel /Hotel ❑ School /College /Univer ityy ❑ Other arehouse Office ❑Hospital Will there be a change of use? 10 yes .0. no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm none ❑ other (specify) Building Square Feet: LP11 OQ existing /.. new Area of Construction: 8 / / ?8 5 Will there be storage of flammable /combustible hazardous material in the building? El yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUI"'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. NCPERMIT,DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. OF.THE'FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer it: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # El Water Meter Temp if ❑ Miscellaneous ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct O Private 0 Public O Private 0 Public 0 Water Only Size(s): 0 Fill cubic yds. Size(s): Size(s): Size(s): Est. quantity: gal Schedule: 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: 3'5'91 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING 0 NER R U HORIZED AGENT: Signature: Date: /I V r 1 I el ti g Print name: al yid L,' , Phone: atSir,. -'t _ ,3,17 Fax # C &- 9. 40 , 8 sto Address: � 127Z0- ( a . fell a (�Y j JA . 2I I (0 City /Sta te . / Q � I I/ � o ^Cl C � /, ALL NEW COMMERCIAUADDITION /i TI- FAMILY PERMIT APPLICATIONS till BE SUBMITTED WITH THE FOLLOWING: • • `'ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 • ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and,oblain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUf ' B THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1 /29/97 l'o ;T,417• rr'1 , ;.M i7 CI t 7 OF T:UKWILA, WA I' *: *•b. ,at .• k **• ** *A * **A A*r Tt?taf 534IT :Uutyib *ru /198002GB AmoMIt: ; o��p. -:a .,�.vr+w�rar•�. t r. �.. n,f.r. ^^ a+�'±�e: 1.�. "I a ,. yt'.ie. '> ;a! Rr±S.� ?2 ?r,o.•y.? ,. ;;; �Yt r L J . k :* * * 'A * A - * * * ! A * **•* : * * *"i4' ' A+A*do•lfik •�lA:I AA F.tl:k6.�:>~AA1 Lk1iY fi; ►.�•` ( "J *k****;*AA*k* *Slat *4.* * * *** *:k *as *•, 261.50 04/.1:7 f.00 11:"27 .P vment,.Mcthod: CASH Notation BP)uN i•1NDEPagN Iii.it, . 1'i_13 Pe4.mit No 098°0376 Type: D :UPEkN DEVELOPMENT Pf:(ti<il:T arcol UUo: O01)00 -00,1 Site Addr4.ese;u 12840 48 AY S Total. Fens: 2,477'.25 ' Tht i :, Payment 23..50 Total ALL Pmts 2:1177,35 • 3lalanceN wUCi` rA* **, \.A * *'k *: ** * **k *• ** *A #.*** AA**** kAI:*A**. d*:* k *.* ** *: ** *;4' *. * **•A•k*A ** *. a Cadet I)E iotion Amount. 000 i. 000 PLAN. CHOCK ptt3►`tE ?t~: 23.50 • s' ..fr ft•k'.1:kl*AA*•kk.:t *A*** Air• 4. ** A * *NAhA•:1*'hhA•A•4•k **A * *A•A*AA:1k“kk* ;4 * CI:TYr OF T.U1()11'(..A 14A Z9? O S7 i PANSMIT h* n�C k“* A4 .k *A*1, *:1* *kkA* **k A * **A-kk:l k, 4• +:•k•fik:1 ***4.9k:4 *:1A.kk *A*:4A *A TPANSMIT Numbere. 09E100264 Amount: 20.00 04/10/00 Pa ymen ::14et:hodt CHEC) { Notation: ORIAh AW/l:Rf3ON Init: JI_I Per mi.t Not 1)98-03 Type:. IEJPERH DEVELOPMENT. PERMIT Parcel Not 000480-001Sr. ' i t.e • A d d r e s s : 1.2i310 4 i A i) ¶3 M' �.+ • S ".,11 c775 4 Total )east .245 85 T111' awmer►t; 20„00 Total Al . L., Pcitss: 2„8.53 .8.5 it1l •k * ** fir*** k•*• 1.*****0**** h. k *** 4t A*** A•• k• k*,hA•44*44** *.kk•k Ac.c:oun•I;. Corse Description Amount 402/_3424400 rhlSP FEE - SAiEMiS 20.00 , .:11 CI u�u� CITY OF TU WIA. !A,\ *,t•t ;A:i .4* * * * **.A ** TUAi'3M:t7 Ftumbr r a Payment Mt thud P r•mit Not Parcel No: £ ita Addrress This Payment *0. * *1t44.1t** tv* ** *** w0001.t0is Code !: * * * * * * * * * * * *;t *%t* * ** t * * * * *i4' *tilfch * * * ** * * *•* *k * * ** WA Reprinted: 03/30/0() 11:20 T ii f5.1fI7 71* * * * * * * * * * * * * %1 * * * * * *.k i * *h ** * *. ** * * * * *,t * * * * ** ** R9800257 .Amount: 23.5) .03/30/00 11 :18 CHECK PIoteticinr! DAVID ICC:HLE ARCH In it.: TL[3' 098. 0376 Types DE:Vf'f:f?M DEVELOPMENT PE.RMI:T 000480-0018 12840 10 AV fi Total Fees. 23.,50 Total ALL Pmts s 2 Dillctrcet » {) {) *** * * * * * **** * * * : **** * *. * * *J: *.** * *6':* k* * *•k *sk* ** * *** Description la ina.unt; PLAN CHECK"- NONRCa qe-Ci3 • '... PAW �4. ^Z."Mtalap'Y�±il C Fj^ V t�Y.'�„'�7 • 'w,..'w't'1 'a•MM•.'�K.t�r� .+.,�r•.`� }7!6'CCT . t: tk AA..• k.* ii** h *k:4:'*er:V *A7Y:4:khV*.,4AA• ** *AA***• I. 4k A• Lek :4:k:kA *h CIF 1 W(4 .C� i(..w,'.t intt i Y •A3.:4:V *Ak*** **:tk.4 *k**c*** *: Ak: t +*.:4*:4A *: . A. * **Ah * +k*k*A**** A•.1,•A. TRANSMIT :Numt,rr•• R" JO0i.ti1 Amount: . S ,C' 10/05/99 4 1u :1:1 Payment I4erthod: CHECK Notation: DAVID) KL•I1LG WREN trait: NAV This Payment 23.50. • i'c rm i t i1o; 0 :38 -; J 7i, fvae: 1)EVPERt DEVELOPMENT PERM:i f Parcel i�U : -•001 tS Site Addre4s: 12840 48 AV 3 fot:a l 1' eee 1 attic 1 ALL Pmts: Balance: 2.81 0.35 2..810.35 drel•*'AAdA *** *o* •t ti***: Vk4* A*• ktti* a** h• AA +V**••k *9r*4•A•R•k•k•k*.AkA ** * ** Account, Cade 1jescriutioii • Amount 000/ 4ti.830 PLAN C;I•If:C( - i'tC1'r!RE:S 23.50 !�Y5- — eF+�t•a — * >f �• :+� r'. A. •� : r� t4 n � ii t :k �t *• � * * � * : 1. •n• :: d. •� •k •'t * •� ti �i �. * •�. i.:lvl , i ds h T+ � :1 •h •k •k •? •A •r`. •h ri aF a +• �s :; �i •k ^c :t :c :•. • Ir1 * *:4 *kA' *?s *A.,*4*AAA*.A.A *A •k* *4A4* * * ,k4.** :\: n * *k *isA * *•t4 * *•k * * *• *:1.A .eRt ?f I'11:T Nat,tt)'r. R:3800118 AmaLtnt;r. 1.. 07/30/99 11„10 L't,vmer,t; t t7..t;hcd: CUEClc Notation.: F ':):L.I.TY WILDER iniit: TLfl P .`r'ni i t 'Not D98-0376 Tvoe:. DEVPERM DEVELOPMENT ENT Ni..i.i'iI: i l'i.trr.eI fit!. 000480• -0018 S i t e Ac dr Ws =t: 12a40 >s AV S t: I r 1 F ':IlItJ ! (_W .. NA Thtsi f'itvme:i t 1... 44 w 1.' Iota! ALL i'mt °c:. 2. 86.85 Balance:. ..00 * *' at e!*dr`� k +r� . +k� * *tltTt k* * t, * L * *��� :t�t1 * * * * >t * * *iF+� * ** •k +H *�fe * +1 t4* tic( :punt; God 000 322.100 000/345..8330 000/386.904 000/342.400 401./242.400 412/242„400 000/322.100 000/34 . iC:� •.n.k;.'s'v.:.r.. i..; ... e S�:ti:f! wr.:; �•!: `i. ()(?g(:i l t)t i (itl BUILDING NONRE i PLOW CI4ECI( -- UTILITY •fY STA1 E. fUI'I. C1i.NEi SUt;t:H. I ?GC SNi_I' rEI; UTILITY INS!' FCE - I LH /L1 /W E X$ 3$' I'EE. - 3f0RM DRAIN I..ilr4t) ;LL.1'£.RJ.N0 PEki'iIT F"EE Lfat4D ALTERING PLAN CHECK !•Ri ?idE31' +:S f famaunt 1..604.1.:; :U„ Ot? 4;t0' 1'3.00 113 „00 ::37.00 23'0.50 '3483 O8/02. 9717... TOTAL , 7 7 :x 7 7' r }: *•A * * *Ik* *A. ** tt **•A, * **� ** it * *iAAA Tc *A { l *k *•A•.A.A **•* CITY Or •rUIWILA, tiara TRANSMIT:: **** •k * **o *' * *f: * *k *•l:*•AA * * * *•A •fib * **4* ** * ***r *:4 * ** * ** * d* a. * * 'kFk 1 * ** TRANSMT.f. Number: R97.00862 Amount: .1 042..70 it/Ot08_11;.2a:.. Payment Method: CHECK Notat ion; DAVID KEHLE ARCH Permit No D98-0376 Type; I)EVI ERth DEVELOPMENT PERMl:1! Parcel No: 000480 -0018 Site. Address: 12840 48 AV S Total Fees.. 2,651.35 Th i e Paym nt 1,042 70 Total ALL Pmts: 1,042.70 Balance: 1,608.65 A******* a****• Ak• A*4* A*** A* A11 * * *A * * * ** * *0 **;1 *A* * * * **** * * ** Account Coda D e s c r i p t i o n ' . 000:345..830 PLAN CHECK 7 410NRE Am dnt 1 042.70 Prq C ''"'r peso) Add ate called: Special instructions: 7 ,4.. Date w n 1 I a. . Requ : Phone: INSPECTION RECORD Retain a: copy with permit • INSPECTION NO: CITY OF TUKWIILA BUILDING DIVISION ' Southcenter Blvd, #100, Tukwila WA A -037 PERMIT :NO. 06)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: &C #1 / se/s, r,.264>eeicrt 4 A-P lee-A) k �[a El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 4...(07 TO 4 ..S 0 / CC/ De ,.. (t2' Pt 07 P/Abli c • 77447 Ser e.g.77-e/e4A,I np1f1, 1 -?/1-Gd' / 44Shth Date wad: 12 ....00 ..1 P.m. Requester: , ht /(19tz.oz. Phone: • . , . _ . 1 Proje • P6 (f Sk Type of Inspection: , fr/A-.64e..• Ad • 48 A-1/6 Date called: Special instructions: • Date wad: 12 ....00 ..1 P.m. Requester: , ht /(19tz.oz. Phone: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • Pro ' F A CVP Type.sif_Inspectiiiii etV1(.1 A Alj. lress ...r)40 4 gAve . r -- , Date called:, U4-110100 . Special instructions: LA 5 trio aS PD C< bi e Date vy.kr}ted: 1,-,, 04 il I 1(A) a. s XV Requester ,. c„,ravi Phone: •") .- e-cpb -&-O 3) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. 10 Corrections required prior to approval. COMMENTS: OA- 70 0,0-e - P() / Jo r ‘ C] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 Project: Type of Inspection: p Address: 1 VZ.1S �(v -1 .1% kit. , Date called: k i / 7 /OD Special instructions: Date wanted: �t to a.m. P.m. / ���Q� Requrrr: / f `^ 8 ..i Phone: Receipt No: INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Approved per applicable codes. . PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Li/i0/00 •1-t,i 6-Q 1w - 1". Inspector: Date: til 0 Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 4 COMMENTS: j ST i Z C. r,(th ozc„, Acidr� -� �g t'YV. 2e�.( v (-z.�,2 pa.. e, �c...�a` ( (-, -r - ri.. -ytn. 0 C I /AC . ... -1 (2 c r/1/4.__ r, AGE- S aT il -L ar 4 T 5 .G i 4_ rte. , (oTt r S /414t_ Is /-,-.e th `PC r x (S7,1 a c . ,46_s, o - l earf f"'F.r,4- 1i4T'c�c/ /Llo ST F-)e 4 -NM-'s -5 - -c_ - F- f/-7i-(r2 7-7-74-74 7_ E K 7` OS 7--r/r 7 f( U c- 0-ti " p RE.01,ts gs_v(sto Pr 1-/ ‘-rt-(Sk- Type of Inspection: (7 rc r-Lic."/A44. Date called: Acidr� -� �g t'YV. Special instructions: Sto�'''�"' tlIS:" SYCLS —4 7 Date w �' ., dt.� L--a ti ' p.m. Requ . _ _ Aj,/f�1 Phone: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 7 3670 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: eection: Pr P i ct: -- TyucV__ Inspection: ,, I . • Type of In vykr-A Cell 1r1 Address: r---PM0 L I% f 5 Date calle , - .3 Ha Special instructions ;too v-- Date wanted: -3_0 a.m. P.Th-T-1 Requester: • hr lay-, 0131 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: E_Pke P r XXD Fogae. AieOU C cerue- ( 4 n. k S7197 r 4a AA Ce37t/AcZc7),(14. TO 0J,K(-(C-7 Za9OL &&/ clalecreceoe.tweoz,,ir Approved per applicable codes. orrections required prior to approval. 11 :00 REINSPECTION FEE REQUIRED. Prior to i spection,Aillitsebe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rein ton Receipt No: Project ^1, Type -L cOVer A Ia84 -O 4g Ave_ t Date call called:___ Special instructions: Date wanted: (0 /2 p.m. Requester: (r t art, Phone gOb -- 0131 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818, PERMIT NO. (206)431 -3670 A pproved per applicable codes. El Corrections required prior to approval. 4 VNENTS: s c 6) -74 7 -1i /e 494:5 S /.D.6- rea ver4 014/ El $47.: I REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: M ggiAk (2,06)71A., — A141-4, 5 erk_ S ,emaye e6(e,fiti9 hirb If ivilice veweze 64-ofs we_ 10 7).47 - (-tox.se .c4,4e xre.e.--eeib- 4t-csVee- r/ey 4 -- ro /4900 .m. Requester: " T:DILZ,cf.AA,, Phone:"Th.... ... , P 'ect: le ...e....,. of Inspec i rin / t wo Ligm n ye s Date ca d: )i/00 (7 SAecial instrustions: t Lk 6444-a-A 0 -y____ Date wanted: .m. Requester: " T:DILZ,cf.AA,, Phone:"Th.... • : INSPECTION RECORD Retain a copy with permit NSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • ' . PERMIT NO. (206)431-3670 Approved per applicable codes. r Corrections required prior to approval. Dat $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project _ Type of tpspe (3ta Addr � go �g 'Ir� Pie D ate calle: d 1 to/co Special instructions: °� � . 1 Date wan ,.., C /I1 (OCR P .m. Requester i'} , , Phone: 0106 - Q g X'. INSPECTION NO. 1 INSPECTION Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 1 DP PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: PZ4-0ic./6, ��s �k- Cow"- K-i4(A6 - 2,cJ(3 /tvc 77S — 1,174-us g e e __ $47.00 REINSPECTION FEE REQUIRED. Prior to inspecti•n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: 0146 t/P Atom. 4kei o t.c. r oevoiale..m. w /77, 5 0 I- -' 1/7 A_rorEs / o / // '‘..9--igvet.c7 (io) per' i e 1 (es Ciee-ill ,4Z4 el. ',car Peot.1(06,6 y r clo-eecr70---4/ ihe 1:I-WA-6 7)C- 0 "CC tc/ "1/a-c. e. ek ce-4€- AUS/ (77041 0 Z64-ve.... (5 i C(9)aieect 77 it faz_ 1 7 // Atiat6t4 (Melee_S i50,22 > AVI"eaK. Projectp Type offspection: CW10 Address! DeS4 • 4g Aue:I.C. Date ca led: co//3 (00 Special instructions: Date wdriie): ti. /00 ‘;7 P.m. Requester / P)HaAlt. Pho 7406 q& E-0(3) / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Ei Approved per applicable codes. Corrections required prior to approval. Inqziozei 'A Date/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: OA (6 60 Z //4-6724eC Co c i/ V4ce-et_17 /1-1,6 77 7. ,egieltes • f A ,..,.. - 0 rr Re C,4-6,4-k- 14 2-1 6 - 7 1'' S CY "ee4 7" A 44 9 't Z g rgrt_te..6.4c fe,6 TO • IA) ii DJ LT& AtL AXtrr 6:1 sgiteg-t> i C4-t' t 7 -z7 a.m. p.m. Req02 Phone: V , ._ P e.setr-S )(-C- Type olexpii dress: ., ffs cio - 475 4 Date called: Special instructions: Date wanr: a.m. p.m. Req02 Phone: V INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. (2.■ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 • Approved per applicable codes. 'Corrections required prior to approval. lnsp (It Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ' COMMENTS: Type of Ins e io Address vo 4 g A Date calle Now 00 Special instructions: CA-Lee".. I Pi bl czzi,t. 44,S3 /(9 ' 0. (i. ,-?---) ho / cili-st 15-1e-c 4 ._ ... \ - 1 4, A..— .... . Projectg qe..e Type of Ins e io Address vo 4 g A Date calle Now 00 Special instructions: CA-Lee".. I Date wanted: 00/00 p.m Requester: op Atte& Phone: cR06 4 ? .6 31 INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 n Approved per applicable codes. e j Corrections required prior to approval. Inspector: Ej $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , . Dat Pro' ct: �-- ,ske Il)cW ('city. Type of Insysgtion: , --tya,JWv1 Ad ress: ) L/ 4 i►P. S� Date called: 0. 03 a) Special instructions: Date wanted: nn rr���11 a.m. 0. p.m.� Requester Nelaivt, Phone: ho a06-0M-013i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 a Approved per applicable codes. COMMENTS: t(or ?q A0 t c cP fC i97 PEE.. zr oa7 Ait L190iRe-Te � cep, Pt4t ACC77 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: i Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. PERMIT NO. (206)431 -3670 �i .���5`1.,".r"y��'^'y'C'"t9��'^[ ;j_� fir r.. a , a.7'}`•S°'.:y K'r.?`4 T 'f?'t.'��gL'x. ?= �'��.r, 5rV -, -++ -,ry �e��.v.!'r. YYr!"t'.YS ;2 I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 • Project:p Address: I - Z tlt.) % vf1 c ..t1, Special instructions: Type of inspection: c Date called: Date wanted: a.m. Requester: Phone No.: Inspector: / , L V Date: it - (J 37G. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 453/2-?/a) 6)1'04 ii4S s t-d [�Jt Y 0 a $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspection: C CAS A Ids ii --° -u c"), Date called: 02 R0 /6 Special instructions: Date wanted: / a"'r ! 7/4f a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I +ieivrar,. .;; R•. rt" f':, F+..: I?5 .+�+rr��'"•"�„�T.",.F-u'.'.ts;. 0 8 -x376 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: -(r ,Sam CU Au/450J 9/a) 4 -0-14ea 044-04/d /9 41/14* at , s utv wok a- - latee4 d I7. Inspector: Date: Vi' `x' T1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ini /xte i6 C /7 ype'of I spection: 0 4ziiiz " c)_ Tv co 1�e..,e..„-/7 W Alci5t,4 ....1I �.n , , / cr,94- /,t. -t' AI iez, c (1 .,r'.i,u?., - ,-/-1, , ,44 b/€7,5 4z av 2 -9,(yv ,4,r D at w d. ( poeov 1' E 4‘,, %5 12Z. 7);iie P.m. "- ,',.1C /--/ 'tf 6 C,76y Ct A /K /, _ /7,u - Cve r'7"` ral .f_c c7 6k✓ /5 f4.1 ‘?coSe. 77? A /At6Ages e - a,1rr 4 ai ,4A /04./,;( , Af.J'.©�.��, Z. �D0/0/5 - 34 "DiMic'Cy "bil / 7 Pr j � ype'of I spection: Alci5t,4 ....1I �.n , , / a called n „( Special instructions: D at w d. .(. P.m. g i e ayl INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to insp tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: twct: s 1 -r---14 Ty a of lnspec • Addr 2-1 o L-fg Av. DIcill ao Special instructions: Ota 6)17t2..e.r 'Wig Cr If 6 Re ter: •• etel Pliore6 g gg COMMENTS: /. /6 i 40 i.z..20 : ■ • , : / INSPECTION RECORD Retain a copy with permit ---- 057 INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: Date: PERMIT NO. (206)431-3670 Corrections required prior to approval. -I Al MO air ••• 0 $47.00 REINSPECTION REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: • • • • • COMMENTS: AC ( / 6, ()" 5,6C. (,C(S /4 C7?0A/ e_.K A9-45 ,&'Bit/ ° .,0i /5 4 g arm 077V �ase,v,4!/ z.f./.0,/e X47 ,,5 ,�� /2- 4314 g AO 6, -divr ,a6t/4. e' 16e7" Gevn¢u 6z.- • � � , re) /Z` Sp ial iinssttr (1 AM s: x ) Date wanted: (; I (9("" q`1 letb P .m. Requester: e k OL.N 1 t ort: Type�of Ins (Wilco Address: IA 0 AO Date called: 1 p- ro- Q9 Sp ial iinssttr (1 AM s: x ) Date wanted: (; I (9("" q`1 letb P .m. Requester: e k OL.N Ph ne: nu.) I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 E Corrections required prior to approval. $ .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: A A - - r , : ".4"; 7 ',:' ,,f , ,l , , ilif ■O deli ''. „ii ■ ■P dl IIIIPMIIPIAFISAEENMV . .1 1 a PAM 0 Ar.dit ...••;;;.....:- , "1 /1 ..., Typf Inspectioy D teal 67 / Special igtructions: Date yvdted: I Re //7M q st r: e ' Ni &J??5erlait / tycP INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit Date: /171 PERMIT NO. (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION EE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt N9: Date: . • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit Date: /171 PERMIT NO. (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION EE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt N9: Date: . • Pr 'ect: T pe of Inspection f t l ' (A 5u 11 a r)' ,iL4/16, : ro �� h / 3 Date called 2 f 5 / 9 l Special instructions: �' ,�. }1' Z� ! /� Date wanted( / � J�D ( 9 a.m. p.m. Requester: VI 4.44 P hone: .moo (p_ 9 Fr O / . / i Rociern_eu&c, •INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. t (206)431 -3670 � � 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $47.00 REINSPECT N FEE R QUIRED. Prior to inspection, fee must be pa d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: -9 /,c.r Ec7c.07-er S77" 0 r c 4/0.) i ve on-0 ,2o c ' 1)L 0 0 O s%4 S Ax-o Date calle : \� � -GG w ante d ,etreo`i # 3 ,,.c.« fc..et7 S j' oi4o .. 04 7 2-c ,7 rax, upAtZ67 - �,9-4 o' C41,-? 6 c S7 55? rxia /o o/ CO p Dal Phone: la q8S ° LA ,• i .. - Ty of Inspection: Address: taRIAD '�`� Date calle : \� � -GG w ante d Special instructions: ■■ C.- t1; )U "m Date �a__m,,�! Request Phone: la q8S ° LA INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 D Approved per applicable codes. E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Datq;/ Date: Z 1. Proje�ty Type Ins' tion: Acd�ys -; (10 n �,� e 46 Date called: Special instructions: O `" ,4 1 Gr Date wan / , A , P.m. Requester: t/ Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: C;; '.r 4 $47.OI REINSPECTION FE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: O 45,er t.eic „tfs,doec v,,� , -g•S ,A J C., j - i /<-.{O 4x/17 0A"t /4(S,ec7 ) £t / £ COQ' .01 2 oSt ,- (Z,4 -r/ D ' 5 ,?..4. 4-C. re-LCS, c7"8 i ( ..4 -7.4 ( r)# ( -rr 0., Gli / 721 .2 A(22-73 a.m. Requ r�l,�{ �� Phone: Project: � S� Type of I pection: OW / Addr ss: � Date called: Special instructions: "" *et, t U, Date wanted: a.m. Requ r�l,�{ �� Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA .98188 PERMIT NO.. (206)431 -3670 Approved per applicable codes. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: orrections required prior to approval. , Date: Date: • COMMENTS: Type of Inspection: PL / 11 /0.5/1 f liy,:xew4cc puil,t,tx_ I D() /5., r° /4 " 7 a /. -• dohte pr A" ‘c 4 9 dK Date wanted: , w a.m. p.m. • i - L e off . _ / Phone: Project: /) Type of Inspection: PL / 11 Date called: / /Of Special instructions: Date wanted: , w a.m. p.m. Requester: ^ - _ / Phone: E] $47.00 RE SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 S Blvd., Suite 100. Call to schedule reinspection. Inspector: ti V Date: lof Eh,/ Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ED Corr ctions required prior to approval. Date: PE IT NO. 06)43.1 =3670 COMMENTS: Type of Inspecti S S' 5 1 15/5 9 L ova) . va. Wt A ,C .• IL 5. QA/%J o tM /A w . n , J A , 6' 4 Special instructions: Date wante a.m.` 1 P.m. " • 6 ` TO \ r) 1 - '5.21 cm � . Project:p� Type of Inspecti S S' 5 Address: Date called: / ilifrq Special instructions: Date wante a.m.` 1 P.m. Re` ter. /aA,C,IAL.-A Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corr ?ctions required prior to approval. `Inspector: ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: C N8 ERMIT NO. (206)431 -3670 Date: 1 Project: Idir-e-/ Typealrypecti6t Darcaded: 1 of em Special instructions: /-49-1/ / il . p5, bit ,,,„..., Date wanted: Nig r /*. 7 L_ , M./ Requester: 444-/ii Phone.. 9ff a// INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ■ (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. • COMMENTS: GI13- T- -61 , • • Date:/ Inspector: . - - - [..] $47.00 REINSPECTIO vEEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: " ' ' COMMENTS: Type of Inspe Ion: Ftt 1 0 . _Jy L .. , , A dIi f hlr_ Special instructions: Date w nted: ti t � a.m. p.m. q 01. r / .. a.I M / DC DA O T (Ali X�•� , , at) - llV‘ S tilbel ( l • I . 1 > 1 VA t A • Project: n, Type of Inspe Ion: Ftt 1 Addres I1. )6 vi v 6Are S. Date calle : 1 /1 -1 Special instructions: Date w nted: ti t � a.m. p.m. Re ester: ,r , (t/LOLO4 one: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 RMIT NO. (206)431 -3670 a Approved per applicable codes. Inspector: cno Corrections required prior to approval. Date: . 411 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type I s cti i ),tsS I( A f G - 1 -e0 tks J .6a -7 Al g6 pQ, rS m eLAIR(Rf So, cs f'F4i 1E4) FOR A,4v,(.CC C. 0kIC4 i- s C,' /,..r Alec 77 XS6, a.m. P.m. / ; Projec • Type I s cti A f G - s /`f'"V s Date ca�le/ m - Special instructions: D t q ! a.m. P.m. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: PO Date: ... r r.. • C F4c1/ Ev r l otG(' S l f- E- ec i o r2 S ,2?O 3 cevroc /l S'i , 5re e, T.3rr,4 Sign in Sheet Pre - Construction Meeting Date: October 4, 1999 Location: On site Name NEr7 F' . r 1. rr A4015 tel 5. .2v f < 6 , �.(� ( 1 ' t r , , , 6. S .7�7v 7.014ve_ /3/2alir14_,) Company () *, t1 nSe Y,r...: 2. /7yA ,* /.j/:A 54.) e; /-1 f 3. pU r`7 44'r'tr tee- f r E-/9C r, gee I S r'Uie eS 4. 44.( ( fC r ( ► rut c 7 6),A 8. a #•L C Z t.U) t- C // 6 - C 9. NI-EL M,aLI 6,/-34/:-.0p 4._S . t:) 10. Lrli /f" /1).:. — / c x e/ 11. " 12. . , ) 6eitvi 13. /eR y TY r'/ Ltie 14. 511 1 5 "t.l , ofcr 161(0 narol 11- `C.k/v Title (1 a ck-IA‘ /I L ��'e O'J fl-- Emir . ... yr3eri•r7e g-r P/. /an 17. 18. 19. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: C. FINALAPP.FRM City of Tukwila Fire Department Project Name Pevo - e- / ► v� �" J Address /.) 9 `'/ D "1.4)4 k '4,/ t_: .� Retain current inspection schedule 'Needs shift inspection Approved without correction notice X Approved with correction notice issued A 07 /5 N Authorized Signature .h;:ti+F * W 4iii :iiii.tiZ.yy,r*,.j;: Vo'7li.dti , R:iu` \ f ..47,4 ;; 4 :70NV . 46 , ti" 4i7;t4' i'}fr:xiT„iisizi TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # `1 2 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 - 4404 • Fax (206) 575.4439 OTCO ROSENAU & ASSC IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited LLab / orator_ April 10, 2000 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Penske Truck Leasing Permit Num Address: 12840 48 Avenue South, Tukwila Job Number: We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Reinforced masonry 4. Structural steel erection/welding 5. Epoxy grouting 6. Anchor bolt installation Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Sue siW oenau--mc '- SRM/sm Enclosure Susan Rosenau -Moser Vice President cc: Facility Builders & Erectors, Inc. NPR 13 2000 E EL m OPME Y Job Number: I 99 -545 I Report Number: I 009 I Permit Number: IJI :Vt L(.09161:13 76 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 99 -545 I Report Number: I 009 I Permit Number: IJI :Vt L(.09161:13 76 Test Date Project: Penske Truck Leasing Architect: David Kehle Address: 12840 48'" Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor. Facility Builders and Erectors, Inc. Date: 3 -30-00 Inspector: C. Bechtold Inspected the resteel and placement at slab on grade between 3 & 4 A to E. Placement complies with approved plans and attached engineering change. Dowels epoxied in truck doors per Engineer change using Simpson ET -22 epoxy. Verbal okay to cover wet epoxy. Written change received via fax. Resteel is grade I 60 I , as specified, from Birmingham, Cascade Placement Data Batch Weights Supplier: Glacier NW Cement (sack/typeAbs.): I/II 473 W/C Ratio: Mix Number: 3100 Sand (lbs.): 1547 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1902' " 6x12 Total Yards Placed: 54 Aggregate (size/lbs.): 152,110 Placed Via: pump/tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): 117 28.30 Sample Data Yards Stump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 36 5' 59 54 40 124291 Cast Samples: Compressive Cast Samples: Weather: J sunny ( Range: J 4-5" Date Samples Picked Up: J 3 -31 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 46-00 7 6x12 28.27 29.79# 95,280 3370 ASTM C39 /x 2 4-27-00 28 6x12 28.30 29.88# 152,110 5370 ASTM C 78 3 427-00 28 6x12 28.30 29.80# 153,480 5420 ASTM C 109/109M 4* Compressive X Flexural I Conforms 1 x Does Not Conform *Discarded • OTC J ROSENAU & ASSC .;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 '�� � r Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.otf6tosao� WBE W2F5913684 ' WABO Registered Agency • A2LA Accredited Laboratory MAY 0 9 2000 COMMUNITY i CONCRETE REPORT TEST RESULTS Reviewed by: o I x I D oes No This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conies to: Report Number: 004 Inspection Performed: Project: Address: Client: Contractor: Inspector and Date d1 TO ROSENAU & ASCOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Anchor Bolt Installation, Epoxy Grouting Penske Truck Leasing 12840 48 Ave. S., Tukwila Facility Builders & Erectors Inc. Facility Builders & Erectors Inc. Permit Number: Job Number: Architect: Engineer: Inspection Results R. Bogle Visual inspection of grout under metal columns lines A.5, B, B.2 and B.5 and C.2 between line 5 and 6. Also 3 -7 -00 anchor bolts for base plates of columns same as above. Next wall plates for all office area between A to C.2 and lines 5 and 6 walls noted on plans P1. Walls anchor bolts 5/8"x6" at 32" and 48" on center. All placed as per approved plans and specs. Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc, Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 RECEIVED Cam- MAR 2 1 2000 ,, OMMUNITy DEVELOPMENT David Kehle Richard Hudson & Assoc. Owner x Contractor x Architect x Building Dept. x Engineer Conies to: Report Number: 004 Inspection Performed: Project: Address: Client: Contractor: Inspector and Date d1 TO ROSENAU & ASCOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT Anchor Bolt Installation, Epoxy Grouting Penske Truck Leasing 12840 48 Ave. S., Tukwila Facility Builders & Erectors Inc. Facility Builders & Erectors Inc. Permit Number: Job Number: Architect: Engineer: Inspection Results R. Bogle Visual inspection of grout under metal columns lines A.5, B, B.2 and B.5 and C.2 between line 5 and 6. Also 3 -7 -00 anchor bolts for base plates of columns same as above. Next wall plates for all office area between A to C.2 and lines 5 and 6 walls noted on plans P1. Walls anchor bolts 5/8"x6" at 32" and 48" on center. All placed as per approved plans and specs. Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc, Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 RECEIVED Cam- MAR 2 1 2000 ,, OMMUNITy DEVELOPMENT David Kehle Richard Hudson & Assoc. Inspector and Date 2-16-00 ' Conies to: " ' ! O TO ROSENAU & ASCOCIATES, Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO•4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • ALA Accredited Laboratory • RECEIVED Report Number: 003 Inspection Performed: Project: Address: Client: Contractor: • Structural Steel ErectiorvWelds Penske Truck Leasing 12840 48 Ave. S., Tukwila Facility Builders & Erectors Inc. Facility Builders & Erectors Inc. manufacturers specs. CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results K. Brush Inspected installation of A325 high strength bolts for building addition roof framing with all work according to Reviewed by: FEB 2 9 2000 OMiViUNITY EL PMENT David Kehle Richard Hudson & Assoc. cr"...." /7 • This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Owner ' x Contractor x Architect x Building Dept. x Engineer Inspector and Date 2-16-00 ' Conies to: " ' ! O TO ROSENAU & ASCOCIATES, Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO•4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • ALA Accredited Laboratory • RECEIVED Report Number: 003 Inspection Performed: Project: Address: Client: Contractor: • Structural Steel ErectiorvWelds Penske Truck Leasing 12840 48 Ave. S., Tukwila Facility Builders & Erectors Inc. Facility Builders & Erectors Inc. manufacturers specs. CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Architect: Engineer: Inspection Results K. Brush Inspected installation of A325 high strength bolts for building addition roof framing with all work according to Reviewed by: FEB 2 9 2000 OMiViUNITY EL PMENT David Kehle Richard Hudson & Assoc. cr"...." /7 • This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99 -545 I Report Number: I 008 I Permit Number: I D98 -0376 _ Owner x Contractor x Architect x Building Dept. Inspector: D. Newman Engineer Observed the grouting of top lift, grid 5 from line A to C including bond beams. Subcontractor installed anchor bolts in fresh grout. Job Number: I 99 -545 I Report Number: I 008 I Permit Number: I D98 -0376 _ Project: Penske Truck Leasing Architect: David Kehle Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors, Inc. Date: 8 February 2000 Inspector: D. Newman Grout Observed the grouting of top lift, grid 5 from line A to C including bond beams. Subcontractor installed anchor bolts in fresh grout. Resteel is grade I 60 , as specified, from I Cascade Mills. J Resteel and positioners in place and secured J Grout Placement Data Grout Batch Weights Supplier: Cement (type/lbs.): Fly Ash (lbs.): Mix Number. Quikrete + water Sand (lbs.): Agg. (size/lbs.): Water (lbs. /gal.): Admixture (specify): Vibrated twice: Yes Mortar . Observed the masons laying block at J see above. Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (Ibs. /gal.): Mix No./Type: Quikrete + water Sand: Other (specify): Required Sample Data psi Grout/Mortar Temp Ambient Temp Truck ' No. . Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): Grout 2000 65 °F 49 °F Masonry Prisms - grouted (ASTM C 1314): Masonry Prisms - ungrouted (ASTM C 1314): Masonry Units/Blocks (ASTM C 140): 2" x 4" Cylinders (usc 21 -16): Type S Mortar 1800 69 °F 49 °F 2" Cubes (ASTM C 109/109M): i Weather: I Indoors Date Samples Picked Up: I N /A. No test samples cast. •Comments • • Other ASTM Methods Used: I I Conforms I x I Does Not Conform I Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with • ASTM C 39 ASTM C 109/109M . ASTM C 1019 ASTM C 140 ASTM C 1314 Conforms I Does Not Conform OT"iJ ROSENAU & ASSSJIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT COMPRESSION TEST RESULTS Copies to: Reviewed by: ( `T /, �, ; (..0 > fir./ This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 • 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723 -2221 Job Number: j 99 -545 Owner x Contractor x Architect x Building Dept. x Engineer Client: F B & E 1 Job Number: j 99 -545 I Report Number: I 008 1 Permit Number: I 98 -0376 1 Field Cure Age (Days) Project: Penske Truck Leasing Area (Sq.in.) Architect: David Kehle Address: 12840 48 Ave. S., Tukwila Strength (psi) Engineer: Hudson & Assoc. Client: F B & E 1 Contractor: Facility Builders and Erectors, Int. Date: 1 -28 -00 • 7 Inspector: J. Abson 28.24 29.11# Inspected the resteel and placement at I footings at line 5.5 grid A, B, B.7; footing at 5.31B.7; wall footing at line 4.9 grid A to C. ASTM C39 /x Resteel is grade I 60 I ., as specified, from Cascade Placement Data. Batch Weights ... . Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3110 Sand (lbs.): 1408 Admixtures (specify) Max Slump Allowed: 5 • Aggregate ( size/lbs.): 1835' . 3.5 AEA Total Yards Placed: 12 Aggregate (size/lbs.): 47.0oz Non. Chlor. Accel. Placed Via: chute Aggregate (size/lbs.): Vibrated: mech Fly Ash (lbs.): Required psi (fc): 2500 Water (lbs. /gal): 258 . Sample Data • Yards Slump Air Content Concrete Temp Ambient Temp Truck : No. ; Ticket ' - No. -'' = '` Cast Samples: 1 -4 9 4'/ 63 48 Cast Samples: Flexural Cast Samples: 0 Weather: I clear and sunny Slump Range: 13-4 /2 Date Samples Picked Up: I 1 -29 -00 Conforms I . Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.in.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2-4-00 7 6x12 28.24 29.11# 84,610 3000 ASTM C39 /x ASTM C 78 ASTM C 109/109M Compressive X Flexural • Conforms I Doss Not Conform .:' Conies to: O ROSENAU & ASSOCIATES, INC. Construction Inspection & Material. Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Conforms I x I Does Not Conform i • - , 1 /• ,e-raer.-4rer This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99-545 I Report Number: I 008 I Permit NumbePqh= 8di 7i6 ) Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at I footings at line 5.5 grid A, B, B.7; footing at 5.3/B.7; wall footing at line 4.9 grid A to C. Job Number: I 99-545 I Report Number: I 008 I Permit NumbePqh= 8di 7i6 ) r/ Project: Penske Truck Leasing Architect: David Kehle Address: 12840 48' Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders and Erectors, Inc. Date: 1 -28 -00 Inspector: J. Abson Inspected the resteel and placement at I footings at line 5.5 grid A, B, B.7; footing at 5.3/B.7; wall footing at line 4.9 grid A to C. - Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /lI 470 W/C Ratio: Mix Number: 3110 Sand (lbs.): 1408 Admixtures (specify) Max Slump Allowed: 5 Aggregate ( size/lbs.): 1835 % 3.5 AEA Total Yards Placed: 12 Aggregate (size/lbs.): 47.0oz Non. Chlor. Accel. Placed Via: chute Aggregate (size/lbs.): Fly Ash (lbs.): ASTM C 78 Vibrated: mech Required psi (f'c): 2500 Water (lbs. /gal): 258 Sam le Data Yards Slump 4 % Air Content Concrete Temp 63 Ambient Temp 48 Truck No. Ticket No. Cast Samples: 1-4 9 Cast Samples: Cast Samples: Compressive X Weather: i clear and sunny Slump Range: 1 3-4 Date Samples Picked Up: I 1 -29 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -4-00 7 6x12 28.24 29.11# 84,610 3000 ASTM C39 /x 2 2 -25 -00 28 6x12 28.27 29.08# 122.820 4340 ASTM C 78 3 2 -25-00 28 6x12 28.27 29.01# 126,470 4470 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms 1 x Does Not Conform 'scarce Copies to: PTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-321 ER EC uV E Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www:ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MAR O 7 2000 CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 COMMU Conforms I x I Does Not Conform 1 7c LI This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Job Number: I 99-545 I Report Number: I 007 I Permit Number: I D98 -0376 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at I slab on grade for new addition Job Number: I 99-545 I Report Number: I 007 I Permit Number: I D98 -0376 Test Date Project: Penske Truck Leasing Architect: David Kehle Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders and Erectors, Inc. Date: 1 -21 -00 • Inspector: C. Bechtold Inspected the resteel and placement at I slab on grade for new addition 1 -28 -00 Resteel is grade I 60 I • as specified, from 7 Placement Data . Batch Weights ;` °: Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number. 3100 Sand (lbs.): 1520 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1902' Gilco 192oz Total Yards Placed: 90 Aggregate (size/lbs.): 29.86# Placed Via: pump/tailgate Aggregate (size/lbs.): ASTM C 78 Vibrated: yes Fly Ash (lbs.): 2 -18 -00 Required psi (f c): 3000 1 Water (lbs. /gal):. 118 6x12 . - Sam • le Data Yards Slum . Air Content Concrete Tem . Ambient Tern . Truck • No. ' :Ticket :: '= No. "': - Cast Samples: 1-4 27 4 62 45 836 128185 Cast Samples: Cast Samples: X • Weather: I overcast • I Slump Range: 13-5 Date Samples Picked Up: I 1 -22-00 • Comments • .; r..,,... Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.64# 127,910 4520 ASTM C39 X 2 2 -18 -00 28 6x12 28.26 29.86# 170,720 6040 ASTM C 78 3 2 -18 -00 28 6x12 28.26 29.79# 168,950 5980 ASTM C 109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform •: *Discarded Conies to: i TO ROSENAU & ASL JCIATES INC_ Construction Inspection & Material Testing R E C E I V E D CONCRETE REPORT TEST RESULTS . Reviewed by: 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: wpEOrc2er9iunrn0 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CGlUMUNl 9 Y DEVELOPMENT C onromis I x i uoes noi< conromm • i l This report applies only to the items tested or reported and is the exclusive property cf Otto Rasenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99-545 I Report Number: I 007 I Permit Number: I D98 - 0376 :: Owner x Contractor x Architect x Building Dept. x Engineer • Inspected the resteel and placement at I slab on grade for new addition Job Number: I 99-545 I Report Number: I 007 I Permit Number: I D98 - 0376 :: Test Date Project: Penske Truck Leasing Architect: David Kehle Address: 12840 48`" Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor. Facility Builders and Erectors, Inc: Date: 1 -21 -00 • Inspector: C. Bechtold • Inspected the resteel and placement at I slab on grade for new addition • Resteel is grade I 60 I , as specified, from Cascade/Birmingham Placement Data . Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): MI 470 WIC Ratio: Mix Number: 3100 Sand (lbs.): 1520 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1902'/, Gilco 192oz Total Yards Placed: 90 Aggregate (size/lbs.): Placed Via: pump/tailgate Aggregate (size/lbs.): ASTM C 78 Vibrated: yes Fly Ash (lbs.): Required psi (Pc): 3000 Water (lbs. /gal):. 118 . Sample Data Yards Slump Air. Content Concrete Temp Ambient Temp Truck No. :.-Ticket . ' . No. " - -•'' Cast Samples: 1-4 27 4. 62 45 836 128185 Cast Samples: Cast Samples: X • r. Weather: I overcast Slump Range: 13-5 Date Samples Picked Up: 11 -22 -00 Comment • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.64# 127,910 4520 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms ( Does Not Confonn " =a; d 1 TO ROSENA & ASL OCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•11S • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS G onionns I x l Does Not Gonionn I !'Mlel f/1 Reviewed by: ����� ?u��� This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99 -545 I Report Number: I 005 [Permit Number: I D98 -0376 Owner x Contractor x Architect x Building Dept. Date: 12 -27 -99 • Engineer Grout Observed the grouting of Job Number: I 99 -545 I Report Number: I 005 [Permit Number: I D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E • Contractor: Facility Builders & Erectors, Inc. Date: 12 -27 -99 • Inspector: J. Bell Grout Observed the grouting of Resteel is grade I , as specified, from I J Resteel and positioners in place and secured i Grout Placement Data • Grout Batch Weights Supplier: Cement (type/lbs.): Fly Ash (lbs.): Mix Number. Sand (lbs.): _ Agg. (size/lbs.): Water (lbs. /gal.): Admixture (specify): Vibrated twice: Mortar • Observed the masons laying block at wing walls off 1.9 line. Two #5 vertical bars were used in place of one #6 bar at each end of walls. Mortar Placement Data Mortar Batch Weights Supplier: Miles Cement: 1 sack Water (lbs. /gal.): Mix No./Type: 30 shovels 70/30 Sand: • Other (specify): Required Sample Data psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): Masonry Prisms - grouted (ASTM C 1314): 1-4 1500 50 40 Masonry Prisms - ungrouted (ASTM C 1314): Masonry Units/Blocks (ASTM c 140 ): 2" x 4" Cylinders (uBC 21 - 16): 2" Cubes (ASTM C 109/109M): Weather: I Date Samples Picked Up: i 12 -29-99 • Comments . Other ASTM Methods Used: I I Conforms I x I Does Not Conform COMPRESSION TEST RESULTS Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -3 -00 7 8.83x7.66x15.75 67.66 76.60# 100,090 1480 ASTM C 39 2 1 -24 -00 28 8.84x7.67x15.53 67.82 76.25# 169,430 2500 ASTM C 109/109M 3 1 -24 -00 28 8.93x7.67x15.75 68.41 77.20# 189,900 2780 ASTM C 1019 4 1 -24 -00 28 8.91x7.66x15.72 68.20 77.50# 165,350 2420 ASTM C 140 ASTM C 1314 x I Conforms . I x Does Not Conform d. TO ROSENAU & AS6OCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 WABO Registered Agency A2LA Accredited Laboratory MASONRY REPORT Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 • 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888-OTTO-4-US - Fax (206) 723 -2221 Job Number: I 99 -545 I Report Number: I 005 I Permit Number: D98 -0376 ) Owner x Contractor x Architect x Building Dept. Date: 12 -27 -99 • Engineer Grout . Observed the grouting of Job Number: I 99 -545 I Report Number: I 005 I Permit Number: D98 -0376 ) Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors; Inc. Date: 12 -27 -99 • Fnspector: J. Bell Grout . Observed the grouting of • Resteel is grade I , as specified pecified, from I I Resteel and positioners in place and secured 1 Grout Placement Data Grout Batch Weights • Supplier: Cement (type/lbs.): Fly Ash (lbs.): Mix Number: Sand lbs. : Water lbs. /'al. : Vibrated twice: Agg. (size /lbs.): • Admixture (specify): Mortar Observed the masons laying block at wing walls off 1.9 line. Two #5 vertical bars were used in place of one #6 bar at each end of walls. Mortar Placement Data Mortar Batch Weights Supplier: Miles Cement: 1 sack Water (lbs. /gal.): Mix No./Type: 30 shovels 70/30 _ Sand: • Other (specify): Required Sample Data psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): _ Masonry Prisms - grouted (ASTM C1314): 1 50 40 Masonry Prisms - ungrouted (ASTM C 1314): Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders (uec 21 -16): 2" Cubes (ASTM C 109/109M): Weather: Date Samples Picked Up: 112 -29-99 • • Comments Other ASTM Methods Used: I I Conforms I x I Doss Not Conform COMPRESSION TEST RESULTS Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -3 -00 7 8.83x7.66x15.75 67.66 76.60P 100,090 1480 ASTM C 39 ASTM C 109/109M ASTM C 1019 ASTM C 140 ASTM C 1314 x I Conforms 1 Doss Not Conform Coates to: O TO ROSENAU & ASJCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT Reviewed by: This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report,- -•- r' except in full, without written permission from our firm is strictly prohibited. L.:. V L :� Page 1 of 1 etXXxfgeor-4‘' JAN 1 v 2000 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725.4600 or 1- 888-OTTO -4-US - Fax (206) 723 -2221 Job Number: I 99 -545 I Report Number: I 004 I Permit Number: I D98 -0376 Owner x . Contractor x Architect x Building Dept. Grout Engineer interior masonry wal1l2' to 16'1.9 line (A to E) Resteel is grade I 60 Job Number: I 99 -545 I Report Number: I 004 I Permit Number: I D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Contractor Facility Builders & Erectors, Inc. Client: F B & E Date: 12 -22 -99 Inspector. J. Bell Grout Observed the grouting of interior masonry wal1l2' to 16'1.9 line (A to E) Resteel is grade I 60 , as specified, from I Cascade j Resteel and positioners in place and secured Grout Placement Data Grout Batch Weights Sus 'tier: Miles Cement •e/Ibs.: 1 sack. Fl Ash lbs. : Mix Number. 30- shovels 70/30 Sand lbs.: Water lbs. /• -I.: 5 'al. Vibrated twice: es A... size/lbs. • Admixture s • eci : . Mortar . Observed the masons laying block at I Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (lbs./gal.): Mix No./Type: Sand: Other (specify): • Sample Data Required psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): 1-4 2000 55 49 Masonry Prisms - grouted (ASTM C 1314): ,.. Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders (UBC 21 -18): 2" Cubes (ASTM C 109/109M): Weather: I overcast Date Samples Picked Up: I -24-99 ' .Comments resteel conforms to approved plans and wing wall revision dated 12 -9-99 . Other ASTM Methods Used: j i Conforms j x) Does Not Conform j Specimen N_o./Type Test Date Age (Days) Size (In.) Area (Sg.ln.) W Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 (grout) 12 -29-99 7 4.11x4.14x8 17.01 11.30# 22,430 1320 ASTM C 39 ASTM C 109/109M ASTM C 1019 X ASTM C 140 ASTM C 1314 I Conforms I. Doss Not Conform Copies to: O(. TO ROSENAU & AS JCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 •Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT COMPRESSION TEST RESULTS Reviewed by Page 1 of 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. ' 6747 M.L. King Way S., Seattle, Washington 98118 -. Phone (206) 725-4600 or 1- 888 - OTTO -4-US — Fax (206) 723-2221 Job Number: I 99 -545 I Report Number: I 004 I Permit Number: I D98 -0376 Owner x Contractor x Architect x Building Dept. Inspector: J. Bell Engineer Observed the grouting of interior masonry wal112' to 16'1.9 line (A to E) Job Number: I 99 -545 I Report Number: I 004 I Permit Number: I D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48`" Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors, Inc. Date: 12 -22 -99 Inspector: J. Bell Grout Observed the grouting of interior masonry wal112' to 16'1.9 line (A to E) Resteel is grade I 60 , as specified, from I Cascade I Resteel and positioners in place and secured I Grout Placement Data Grout Batch Weights Supplier: Miles Cement (type/lbs.): 1 sack Fly Ash (lbs.): Mix Number: 30- shovels 70/30 Sand (lbs.): Agg. (size/lbs.): Water (lbs. /gal.): 5 gal. Admixture (specify): Vibrated twice: yes • Mortar Observed the masons laying block at I Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (lbs. /gal.): Mix No./Type: Sand: • Other (specify): Sample Data Required psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): 1-4 (grout) 2000 55 49 Masonry Prisms - grouted (ASTM C 1314): _ Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders (usc 21 -10: ASTM C 1314 2" Cubes (ASTM C 109/109M): _ Weather: I overcast Date Samples Picked Up: I -24-99 . Comments resteel conforms to approved plans and wing wall revision dated 12 -9-99 • Other ASTM Methods Used: I I Conforms I x 1 Does Not Conform I Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 (grout) 12 -29-99 7 4.11x4.14x8 17.01 11.30# 22,430 1320 ASTM C 39 2 (grout) 1 -19 -00 28 4.05x4.00x8 16.20 10.35# 35,260 2180 ASTM C 109/109M 3 (grout) 1 -19 -00 28 3.94x4.13x8 16.27 10.11# 33,730 2070 ASTM C 1019 X 4 (grout)' ASTM C 140 ASTM C 1314 1_ Conforms I. x Does Not Conform *Discarded Copies to: CS-. TO ROSENAU & ASL JCIATES, INC" Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT COMPRESSION TEST RESULTS �+ 7 is 1' %� i•� v � i Reviewed by: L� a. c'c /� / • t This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 • 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888-OTTO -4-US - Fax (206) 723-2221 , Job Number: I 99 -545 I Report Number: [ 003 I Permit Number: I D98 -0376 Owner x Contractor x Architect x Building Dept. Inspector: K. Brush Engineer Observed the grouting of wall along line 2 , as s • ecified, from Data Job Number: I 99 -545 I Report Number: [ 003 I Permit Number: I D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48m Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors, Inc. Date: 12 -21 -99 Inspector: K. Brush Grout Observed the grouting of wall along line 2 , as s • ecified, from Data thru 12'0" Birmin • ham Resteel and • • sitioners in • lace and secured Grout Batch Weights Resteel is • rade 60 Grout Placement Su • • lier: ob -mixed Cement • e/lbs.: 2 sack. Fl Ash lbs. : Mix Number: 30- shovels 70/30 Sand (lbs.): Agg. (size/lbs.): Water (lbs. /gal.): Admixture (specify): Vibrated twice: ' Mortar Observed the masons laying block at Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (lbs. /gal.): Mix No./Type: Sand: Other (specify) Sample Data 1 -4 Required psi 2000 Grout/Mortar Temp 50 Ambient Tem . 40 Truck - No. Ticket No. 4 "x4 "x8" prisms (ASTMC 1019): Masonry Prisms - grouted (ASTM C 1314): . Masonry Prisms - ungrouted (ASTM C 1314): Masonry Units/Blocks (ASTM C 140 ): ASTM C 140 2" x 4" Cylinders (UBC 21 -16): 2" Cubes (ASTM C 109H09M): ASTM C 1314 Weather: i clear Date Samples Picked Up: 12 -23-99 Comments • Other ASTM Methods Used: I 1 Conforms I X 1 Does Not Conform Specimen No./T • e Test Date Age Da s Size In. Area S • .In. Wei • ht Max Load Lbs. Strength • si Tested in general accordance with 1 12 -28-99 7 4.00x4.02x8 16.08 11.09# 46,890 2920 ASTM C 39 ASTM C 109/109M ASTM C 1019 ASTM C 140 ASTM C 1314 I Conforms I; Does Not Conform Copies to: C.TO ROSENAU & ASCOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT COMPRESSION TEST RESULTS Reviewed by: • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 ' 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Job Number: 1 99 -545 1 Report Number: 1 003 1 Permit Number: 1 D98 -0376 Owner x Contractor x Architect x Building Dept. Inspector: K. Brush Engineer Observed the grouting of wall along line 2 thru 12'0" Job Number: 1 99 -545 1 Report Number: 1 003 1 Permit Number: 1 D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors, Inc. Date: 12 -21 -99 • Inspector: K. Brush Grout Observed the grouting of wall along line 2 thru 12'0" Resteel is grade 1 60 , as specified, from 1 Birmingham ) Resteel and positioners in place and secured I Grout Placement Data Grout Batch Weights Supplier: job -mixed Cement (type/lbs.): 2 sack. Fly Ash (lbs.): Mix Number. 30- shovels 70/30 Sand (lbs.): Water (lbs. /gal.): Vibrated twice: Agg. (size /lbs.): Admixture (specify): Mortar Observed the masons laying block at 1 Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (lbs. /gal.): Mix No./Type: Sand: Other (specify): Grout/Mortar Temp Ambient Temp Truck No. Ticket No. Sample Data Required psi 4 "x4 "x8" prisms (ASTM C 1019): 1 -4 (grout) 2000 50 40 Masonry Prisms - grouted (ASTM C 1314): ASTM C 140 Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 1314 Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders (UBC 21 -16): 2" Cubes (ASTM C 109/109M): r Weather: 1 clear Date Samples Picked Up: 1.12-23-99 .Comments • Other ASTM Methods Used: I Conforms I X I Does Not Conform Specimen No./Type Test Date 12 -28-99 Age (Days) 7 Size (In.) 4.00x4.02x8 Area . (Sq.ln) 16.08 Weight 11.09# Max Load (Lbs.) 46,890 Strength (psi) 2920 Tested in general accordance with ASTM C 39 1 2 1-18-00 28 4.34x3.95x8 17.14 11.59# 85,420 4980 ASTM C 109/109M 3 1 -18-00 28 4.20x4.07x8.25 17.09 11.86# 87,550 5120 ASTM C 1019 4* ASTM C 140 ASTM C 1314 j Conforms I. x Does Not Conform 0-1TO ROSENAU & AS0OCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT `Discarded Copies to: COMPRESSION TEST RESULTS Reviewed by: • 2 •'. ; ./ This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Repro tLew�N �M it i rED except in full, without written permission from our firm Is strictly prohibited. rll G e�+a Page I of 1 JAN 2 7 2000 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 COMMUNITY DEVELOPMENT Job Number: I 99 -545 Owner x Contractor x Architect x , Building Dept. x Engineer Client: F B & E 1 Job Number: I 99 -545 I Report Number: I 006 1 Permit Number: I D98 -0376 Field Cure Age (Days) Project: Penske Truck Leasing Area (Sq.ln.) Architect: David Kehle Address: 12840 48`" Ave. S., Tukwila Strength (psi) Engineer: Hudson & Assoc. Client: F B & E 1 Contractor. Facility Builders and Erectors, Inc: Date: 12 -17 -99 • 7 Inspector: B. Robertson 28.30 29.74# Inspected the resteel and placement at 3480 wing wall footings at 3 footing 2 underground pipe was dug out and wrapped per direction of the building official. Work conforms to approved drawings and specifications /x 2 Resteel is grade I 60 I , as specified, from Cascade Placement Data 6x12 Batch Weights Supplier: Glacier NW 155,660 Cement (sadc/type/lbs.): I /II 470 W/C Ratio: 0.57 Mix Number. • 3100 • Sand (lbs.): 1445 Admixtures (specify) Max Slump Allowed: 5 6x12 Aggregate (size/lbs.): 1895' 29.65# Total Yards Placed: 11 5440 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (Pc): 2500 Water (Ibs. /g_al): 267 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No.' Cast Samples: 1-4 9 _ 4 % 58 50 564 967036 Cast Samples: Cast Samples: Weather: I indoors Slump Range: 1 4 +/ -1 Date Samples Picked Up: 112 -20-99 Conforms I x Does Not Conform Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -24-99 7 6x12 28.30 29.74# 98,410 3480 ASTM C39 /x 2 1 -14-00 28 6x12 28.28 29.59# 155,660 5500 ASTM C 78 3 1= 14-00 28 6x12 28.28 29.65# 153,710 5440 ASTM C 109/109M 4* Compressive X • Flexural Conforms I x Does Not Conform *Discarded Conies to: G. TO ROSENA & ASCOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This sport applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reprdb!'dorPdt4ria 4ig 1) except In full, without written permission from our firm is strictly prohibited, Page 1 of 1 I x I Does Not Conform n Conforms JAN 2 7 2000 COMMUNITY DEVELOPMENT Job Number: 1 99 -545 I Report Number: I 002 I Permit Number: Owner x . Contractor x Architect x Building Dept. Contractor: Facility Builders & Erectors, Inc. Engineer Inspector: B. Robertson Grout . Job Number: 1 99 -545 I Report Number: I 002 I Permit Number: I D98 -0376 Project: Penske Truck Leasing Architect: David Kehl • Area (Sq.ln.) Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors, Inc. Date: 12 -17 -99 Inspector: B. Robertson Grout . Observed the grouting of 2 " lift line 1.9/A to E. Re- inforcement conforms to approved plans and specifications. Engineer deleted expansion joint in wall er call from superintendent. Resteel is grade I 60 , as specified, from I Cascade I Resteel and positioners in place and secured I Grout Placement Data . . Grout Batch Weights Supplier: job -mixed . Cement (type/lbs.): 1 sack Fly Ash (lbs.): Mix Number. 30- shovels 70/30 Sand (lbs.): Water (lbs. /gal.): Vibrated twice: Agg. (size/lbs.): Admixture (specify): Mortar Observed the masons laying block at 12 " lift — see above Mortar Placement Data Mortar Batch Weights Supplier: Cement: • Water (lbs. /gal.): Mix No./Type: 1 -sack pre -mix _ Sand: • Other (specify): Sample Data Required psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): _ 75.70# 182,570 2750 Masonry Prisms - grouted (ASTM C 1314): 1-4 1500 54 50 Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): ASTM C 1314 x 2" x 4" Cylinders (UBC 21 -16): Doss Not Conform 2" Cubes (ASTM C 109/109M): Weather: I inside building Date Samples Picked Up: 12 -21 -99 . . • Comments . Other ASTM Methods Used: I I Conforms I X I Does Not Conform I Specimen No./Type Test Date Age (Days) Size (In.) • Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -24-99 7 8.69x7.15x15.6 66.51 75.90# 112,440 1690 ASTM C 39 2 1 -14-00 28 8.61x7.72x15.75 66.60 75.75# 170,090 2550 ASTM C 1091109M 3 1 -14-00 28 8.73x7.66x15.56 66.94 75.80# 199,380' 2980 ASTM C 1019 4 1 -14 -00 28 8.67x7.65x15.65 66.43 75.70# 182,570 2750 ASTM C 140 ASTM C 1314 x I Conforms I X Doss Not Conform Conies to: G� TO ROSENAU & ASJOCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory MASONRY REPORT COMPRESSION TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this RECEIVED except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 toixele-Asoei 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1- 888-OTTO -4-US - Fax (206) 723-40 2 7 2000 DEVELOPMENT Job Number: I 99 -545 I Report Number: I 002 I Permit Number: I D98 -0376 Owner x Contractor x Architect x Building Dept. Inspector: B. Robertson Engineer Observed the grouting of 2 " lift line 1.9/A to E. Re- inforcement conforms to approved plans and specifications. Engineer deleted expansion joint in wall •er call from superintendent. • Job Number: I 99 -545 I Report Number: I 002 I Permit Number: I D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders & Erectors, Inc. Date: 12 -17 -99 Inspector: B. Robertson Grout Observed the grouting of 2 " lift line 1.9/A to E. Re- inforcement conforms to approved plans and specifications. Engineer deleted expansion joint in wall •er call from superintendent. • Resteel is • rade 60 , as s ' ecified, from Cascade Resteel and • ositioners in •lace and secured Grout Placement Data Grout Batch Weights Supplier: job -mixed Cement (type/lbs.): 1 sack Fly Ash (lbs.): Mix Number: 30- shovels 70/30 Sand (lbs.): Water (lbs. /gal.): Vibrated twice: • Agg. (size/lbs.): Admixture (specify): Mortar Observed the masons laying block at 12 " lift - see above Mortar Placement Data Mortar Batch Weights Supplier: Cement: • Water (lbs. /gal.): Mix No./Type: 1 -sack pre -mix Sand: Other (specify): I Required Sample Data I psi Grout/Mortar Temp Ambient Temp Truck No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): . Masonry Prisms - grouted (ASTM C 1314): 1-4 1500 54 50 Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): 2" x 4" Cylinders (usc 21 -16): x 2" Cubes (ASTM C 109/109M): Weather: I inside building Date Samples Picked Up: 112 -21 -99 • • • Comments Other ASTM Methods Used: I I Conforms I I Does Not Conform I Specimen No./Type Test Date Age (Days) Size (In.) Area (Sq.in.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -24-99 7 8.69x7.15x15.6 66.51 75.90# 112,440 1690 ASTM C 39 ASTM C 109/109M ASTM C 1019 ASTM C 140 ASTM C 1314 x I Conforms I Doss Not Conform 0(. TO ROSENAU & AS's JCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WA80 Registered Agency • A2LA Accredited Laboratory MASONRY REPORT Conies to: COMPRESSION TEST RESULTS Reriewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited, Page I of 1 • 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723.2221 • Job Number: I 99 -545 I Report Number: I 001 Permit Number: D98 -0376 Owner x . Contractor x Architect x Building Dept. Date: 12 -16-99 Engineer Grout . Observed the grouting of Job Number: I 99 -545 I Report Number: I 001 Permit Number: D98 -0376 Project: Penske Truck Leasing Architect: David Kehl Age Da s Address: 12840 48 Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor. Facility Builders & Erectors, Inc. Date: 12 -16-99 Inspector: R. Bogle Grout . Observed the grouting of first lift for bay area line 1.9 and line A thru E. Rebar as per plans and specs Resteel is grade I 60 , as specified, from j Cascade i Resteel and positioners in place and secured Grout Placement Data Grout Batch Weights Supplier: job -mixed Cement (type/lbs.): 1 sack . Fly Ash (lbs.): Mix Number. 30- shovels 70/30 Sand (lbs.): Water (lbs. /gal.): Vibrated twice: Agg. (size/lbs.): Admixture (specify): • . Mortar - Observed the masons laying block at I first lift Mortar Placement Data Mortar Batch Weights Supplier: Cement: Water (Ibs. /gal.): Mix No./Type: 1 -sack pre -mix Sand: Other (specify): Sample Data i Required- psi Grout/Mortar Temp Ambient Temp Truck . No. Ticket No. 4 "x4 "x8" prisms (ASTM C 1019): Masonry Prisms - grouted (ASTM C 1314): . Masonry Prisms - ungrouted (ASTM C 1314): ASTM C 140 Masonry Units/Blocks (ASTM C 140 ): ASTM C 1314 2" x 4" Cylinders (uec 21 -16): 2" Cubes (ASTM C 109/109M): r I Weather: I inside building . Date Samples Picked Up: I No Samples Cast Comments Other ASTM Methods Used: I I Conforms I x 1 Does Not Conform I COMPRESSION TEST RESULTS • Specimen No./T • e Test Date Age Da s Size In. Area S • in Wei • ht Max Load Lbs. Strength , si Tested in general accordance with • ASTM C 39 ASTM C 109/109M ASTM C 1019 ASTM C 140 ASTM C 1314 I Conforms I . Does Not Conform C, TO ROSENAU & ASEJCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725 -4600 • Toll Free:(888) 070.4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2tA Accredited Laboratory MASONRY REPORT Copies to: Reviewed by: i This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 ' 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888-0TTO.4 -US - Fax (206) 723-2221 Job Number: I 99 -545 1 Report Number: I 006 I Permit Number: 1 D98 -037 Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at - Job Number: I 99 -545 1 Report Number: I 006 I Permit Number: 1 D98 -037 Test Date Project: Penske Truck Leasing Architect: David Kehle Address: 12840 48`' Ave. S., Tukwila Engineer: Hudson & Assoc. Client: F B & E Contractor: Facility Builders and Erectors, Inc: Date: 12 -17 -99 Inspector: B. Robertson Inspected the resteel and placement at - j wing wall footings at 3' footing 2 "" underground pipe was dug out and wrapped per direction of the building official. Work conforms to approved drawings and specifications Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Sup slier: Glacier NW Cement sa .ellbs.: I /II 470 W/C Ratio: 0.57 Mix Number. • 3100 Sand (lbs.): 1445 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1895' Total Yards Placed: 11 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (fc): 2500 Water (lbs. /gal): 267 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4 % 58 50 564 967036 Cast Samples: Compressive Cast Samples: Weather: I indoors Slump Range: 14 +/- 1 Date Samples Picked Up: I 12 -20-99 Comments Specimen Number Test Date Field Cure Age (Da s) Size In. Area (Sq.ln.) We. ht Max Load (Lbs. Strength ('Si) Tested in general accordance with 1 12 -24-99 7 6x12 28.30 29.74# 98,410 3480 ASTM C39 /x ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I x Does Not Conform CC. TO ROSENAU & ASC3CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Copies to: CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 esf Conforms I x I Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job Number: I 99 -545 I Report Number: I 005 1 Permit Number: I Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at ' Job Number: I 99 -545 I Report Number: I 005 1 Permit Number: I Test Date Project: Penske Truck Leasing Architect: Address: 12840 48 Ave. S., Tukwila Engineer. Client: Contractor: - Date: 11 -22 -99 • Inspector: D. Reid Inspected the resteel and placement at ' grade beams a ong line A between 1 and 3. Along line 1 between lines A and E. Along line E between lines 1 and 3, per engineers detail. (Per RFI dated 11- 18 -99) Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/typeAbs.): I/ll 5 sack W/C Ratio: Mix Number: • 01500 Sand (lbs.): Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 7/8" 6x12 Total Yards Placed: 10 Aggregate (size/lbs.): 155,110 Placed Via: chute Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (f c): 2500 Water (lbs. /gal): 28.30 Sam . le Data Yards Slump 4.5 • Air Content Concrete Temp 57 Ambient Temp 50 Truck No. 042 Ticket No. 0484113 Cast Samples: 1 -4 10 Cast Samples: Cast Samples: Compressive X • Weather: I rain Slump Range: I Date Samples Picked Up: 111 -23-99 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -29-99 7 6x12 28.29 29.95# 99,374 3510 ASTM C39 /x 2 12 -20-99 28 6x12 28.30 29.61# 155,110 5480 ASTM C 78 3 12 -20-99 28 6x12 28.30 29.73# 153,990 5440 ASTM C 109/109M 4* Compressive X Flexural I Conforms I x Doss Not Conform 6 TO ROSENAU & ASOCIATES, INC Construction Inspection & Material Testing 6747 M.L King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT *Discarded Conies to: TEST RESULTS Conforms I x I Does Not Conform I Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: I 99-545 Owner Field Cure Contractor Project: Penske Truck Leasing Architect Architect: Building Dept. Strength (psi) Engineer Client: 1 Job Number: I 99-545 I Report Number: I 002 I Permit Number: I Field Cure Age (Days) Project: Penske Truck Leasing Area (Sq.ln.) Architect: Address: 12840 48 Ave. S., Tukwila Strength (psi) Engineer: Client: 1 Contractor: • Date: 11 -1 -99 7 Inspector: C. Bechtold 28.32 29.78# Inspected the rested and placement at ` lube pit walls between 2.5 and 3 and between A and E (mix #1500). Driveway north end of existing building (mix #1600 X Resteel is grade I 60 1 , as specified, from Cascade Placement Data Batch Weights - Supplier: Miles Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number. • 1500 - Sand (lbs.): 1480 Admixtures (specify) Max Slump Allowed: 3 plus/minus 1 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 20 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /aal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. . Ticket • No. Cast Samples: 1 -3 10 4 62 40 42 482051 Cast Samples: Cast Samples: _ 1 Weather: 1 sunny 1 Slump Range: 1 Date Samples Picked Up: 1 11 -2 -99 I Conforms I! Doss Not Conform Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -8 -99 7 6x12 28.32 29.78# 104,150 3680 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X . Flexural 1 I Conforms I! Doss Not Conform _ Copies to: (3 T 0 ROSENAU & ASL OCIATES, INC. Construction Inspection & Material.Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTr0 -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: c ontomrs I x l Doss Not comonn I I G."7"—T-74 / %-. This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Job Number: j 99 -545 I Report Number: I 003 I Permit Number: I Owner Project: Penske Truck Leasing Contractor Address: 12840 48 Ave. S., Tukwila Architect Client: Building Dept. Date: 11 -1 -99 Engineer • Inspected the resteel and placement at Job Number: j 99 -545 I Report Number: I 003 I Permit Number: I Test Date Project: Penske Truck Leasing Architect: Address: 12840 48 Ave. S., Tukwila Engineer: Client: Contractor. • Date: 11 -1 -99 Inspector: C. Bechtold • Inspected the resteel and placement at lube pit walls between 2.5 and 3 and between A and E (mix #1500). Driveway north end of existing building (mix #1600). Resteel is grade I 60 I , as specified, from { Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 564 W/C Ratio: Mix Number. • 1600 Sand (lbs.): 1480 Admixtures (specify) Max Slump Allowed: 3 plus/minus 1 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 10 Aggregate (size/lbs.): Placed Via: tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (Pc): 3000 Water (lbs./gal): 325 Sample Data Yards Slump Air 'Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 30 3 'A 59 40 49 482098 Cast Samples: Compressive Cast Samples: . Weather: I sunny I Slump Range: I Date Samples Picked Up: 111 -2 -99 • Comments Specimen Number Test Date Field Cure Age (Days) Size (in.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 11 -8-99 7 6x12 28.32 29.97# 131,240 4630 ASTM C39 X ASTM C 78 • ASTM C 109/109M Compressive X . Flexural j Conforms I Does Not Conform 0 TO ROSENAU & ASJCIATE INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Copies to: CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x r Does Not Conform [ te r• '1..e--/W This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Job Number: I 99 -545 Owner Field Cure Contractor Project: Penske Truck Leasing Architect Architect: Building Dept. Strength (psi) Engineer Client: 1 Job Number: I 99 -545 I Report Number: I 001 I Permit Number: I Field Cure Age (Days) Project: Penske Truck Leasing Area (Sq.ln.) Architect: Address: 12840 48 Ave. S., Tukwila Strength (psi) Engineer: Client: 1 Contractor. ' Date: 10 -20-99 7 Inspector: R. Bogle 28.31 29.67# Inspected the resteel and placement at , grease pit and CMU footings. rebar inspected 10 -19-99 found to be as per plans and specs. x Resteel is grade I 60 I , as specified, from Cascade Placement Data Batch Weights Supplier: Miles Cement (sadc/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 1550 • Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 25 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (Ibs4al): 33 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 5 109 480626 Cast Samples: Cast Samples: • Weather: I clear Slump Range: Date Samples Picked Up: 110 -21 -99 1 Confonns 1 Does Not Conform • Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 10 -27 -99 7 6x12 28.31 29.67# 111,420 3940 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x . Flexural • • t r--.. n r r -- , 1 Confonns 1 Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Cooles to: on forms I x I Does Not coniorm 00 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Report Number: 001 Inspection Performed: Reinforcing Steel D 9g• Project: Penske Truck Leasing Permit Number: 3 71a Address: 12840 48 Ave. S., Tukwila Job Number: 99-545 • Client: Architect: Contractor. Engineer: Inspector and Date Copies to: O TO ROSENAU & A IOCIATES INC. S , Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONSTRUCTION INSPECTION REPORT K. Brush 10 -19-99 Inspected placement of resteel for grease pit and CMU, wall footings with all work according to plans and details. Owner Architect Engineer Contractor Building Dept. Inspection Results Reviewed by: RECEIVED NOV 15 1999 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 FROM : DAVID KEHLE,ARCHITECT FAX NO. : 206 246 8369 . Nov. 18 1999 09:20AM P1 a, NOV .iB 'gg ii ' ii " N AND NSSO PAY TRANSMITTAL/MO. .Date: November if, 1999 To! Paul Clark David Rshle Re: Penske Trucking Mmiber of Pages (including this page) : 3: Paul, Chuck Morris, P.E. Richard Hudson and associates Consulting IOngineers 1605 12th Ave., Suite l8 9eettle, WA. 98122 206 -324 -6160 Pax: 201- 324 -1241 ar AEC�IVEp of ru�c NOV 2 2 1999 Polio ceirsi In response to the contractors request I have looked at erecting the steel building prior to installing the concrete slab: grade. The slab acts as the tie at the base of the building frames so an alternate tie will be required: I have mark up..your . sketch plan showing the work required as well as a sketch for the earner condition. T hope this helps. If you have any questions or need additional informatior,.please give me a call. FROM : MAD KEHLE,ARCH1TECT ` V 18 '39 10:06 - FROM : L '1G KEHLE,ARCHITECf . (0) , ± 1 , \ _a u (.0 , 60 i wi J t i 4c Makk 1Th4 I)4' FAX NO : 206 246 8369 )rJ AND ASSOC • FAx . 206 246 8369 'T 'Pp fit.. Nov. 18 1999 09:21AM P2 ri.7 12 1$99. '∎0:48NCt FL Pc, 2, Z•9� /' Co t..i:_ 0 C FROM : DRUID KEHLE, ARCHITECT FAX NO. : 206 246 8369 Nov. 18 1999 09:21AM P3 I'VJV 1U '99 1U: 'ri u"sti AND ASSVC.' 311M11111.0 RICHARD HUDSON de ASSOCIATES, INC. JOL C OLE CONSULTING ENGINEERS SnlIT NO 'i Of 2064244180 IIipp . ..... 4 1 . ..rea. : . - 1;? I.Sk•I '• • .' ' ' , r ... , - ; . ...I____• .•,.. . ....,....., ... ..!....-....... '. . ..',... . ; : . 1 ' ' . 1 • i ; : --•---4,•-•••- • i r- •• • ; --t-- t • - ---1 -- - • -1....-7.' • ......:”. -.4.--.1..-. . 1 ....... L....4.. .............. -- „....;_,;_,______' 1,_,_ . ,,,: i ....! .. ...... ....... t • ' 1 ' ! .. i ', . , ! . ' . i . •••• . 1 • . I j I . 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" I I 1 : ' ' ' ; : ■ i I . 1 I 1 ' I I ■ . . .1/41T-• , .) • . ; • ' • . i • ' • , , . tur ! ; ; , : I 4 • . • ' TUKWILA MUNICIPAL CODE Chapter 14.06 BACKFLOW PREVENTION DEVICES Sections: 14.06.010 14.06.020 14.06.030 14.06.040 14.06.050 14.06.060 14.06.070 Definitions. Cross - connections declared unlawful. Backflow prevention devices to be installed. Regulation of private water supplies. Adoption of State regulations. Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedures. Penalties. 14.06.010 Definitions. (a) uBackflown means a flow, other than the intended direction of flow, of any foreign liquids, gases or substances into the distribution system of a public water supply. • (b) "Backflow prevention device" means a device approved by the State Department of Social and Health Services or such other State department as shall have jurisdiction over the subject matter, and by the American Water Works Association, used to counteract back pressure or prevent back siphonage into the distribution system of a public water supply. (c) "Cross- connection" means any physical art ?.ngement whereby a public water supply is connected, directly or indirectly, with any other water supply system, sewer, drain, conduit, pool, storage reservoir, plumbing fixture or other device which contains or may contain contaminated water, sewage or other wastes or liquids of unknown or unsafe quality, which may be capable of imparting contamination to a public water supply as a result of backflow. (Ord. 951 §1(parr), 1975) 14.06.020 Cross - connections declared unlawful. The installation or maintenance of a cross - connection, which in the opinion of the Public Works Director or any staff member that he designates who is qualified in the protection of municipal water quality will endanger the water quality of the potable water supply of the City, is unlawful. (Ord. 951 §1(parr), 1975) 14.06.030 Backflow prevention devices to be installed. Backf low prevention devices, when required to be installed in the opinion of the Public Works Director or his designated representative, shall be installed and maintained by the service customer on any service connection to the City's water supply system where said backflow prevention devices are necessary for the protection of the City's water supply. (Ord. 951 §1(part), 1975) 14.06.040 Regulation of private water supplies. Use or operation of a private water supply system, contrary to the provisions of the ordinances of the City, or the laws of the State, or the rules and regulations of the State Board of Health regarding public water supplies where said private system is served by the City public water supply, is unlawful. (Ord. 951 §1(part), 1975) 14.06.050 Adoption of State regulations. Rules and regulations of the State Board of Health regarding public water supplies, entitled "Cross - Connection Control Regulation in Washington State" WAC 248-54-250 through WAC 24854-500, and the American Water Works Association, Pacific Northwest Sections' Second Edition of "Accepted Procedure and Practice in Cres- Connection Manual" as they presently exist and as they may, from time to time, be amended in the future, are adopted by this reference as if set forth in full. (Ord. 951 §1(parr), 1975) 14.06.060 Abatement of unlawful cross - connections and installation of backflow prevention devices — Procedure. Cross - connections declared in this chapter to be unlawful,' whether presently existing or hereinafter installed and /or services requiring backflow prevention devices and /or unlawful use or operation of a private water supply system served by the City public water s. system are public nuisances, and in addition to any other provisior s of this code or the ordinances of the City where abatement of public nuisances shall be subject to abatement in accordance with the following procedure: (1) In the event that the Public Works Director determines that a nuisance as herein provided does exist, written notice shall be sent to the person in whose name the water service is established under the records of the City water department, or alternatively, a copy of such written notice shall be posted on the premises served. (2) The notice shall provide that the nuisance described herein shall be corrected within 30 days of the date said notice is mailed or posted on the premises. (3) In the event said nuisance is not abated within the prescribed time, water service to said premises shall be discontinued. (4) In the event that the nuisance, in the opinion of the Public Works Director or his designated representative, presents an immediate danger of contamination to the public water supply, service from the City water supply system to the premises may be 14-8 Printed October 10, 1997 ..... . i I I D 1 I ............... ............................. City of Tukwila ELBOW DOWN 30' --45' BEND DATE: 11/26/96 STORTZ PLAN VIEW COMPACTED FOUNDATION GRAVEL UNDER VAULT 6" MIN. 36 " -48" N 50' OF HYDRANT 12" MIN. 12" MIN. END VIEW SIDE VIEW NOTES: TO BUILDING 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. ... 6 � ! 1 6' MIN. ` I � 12 MIN.. ..,. 0 - 0 . 12" M MIN. 0 - 0 1 �QI City of Tukwila ELBOW DOWN 30' --45' BEND DATE: 11/26/96 STORTZ PLAN VIEW COMPACTED FOUNDATION GRAVEL UNDER VAULT 6" MIN. 36 " -48" N 50' OF HYDRANT 12" MIN. 12" MIN. END VIEW SIDE VIEW NOTES: TO BUILDING 1. DESIGN FOR 4" THRU 10' DDCV. 2. SEE ATTACHED NOTES AND MATERIAL LISTING. 0 0 1Lg Igoe _MATERIAL LISTING; 1. 3/4" SHACKLE ROOS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4 MIN. 0.1, CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.HA APPROVED LADDER IF OVER 30' DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPeER OR BRONZE BYPASS WITH AN APPROVED DCVA. 7. 3/4 WATER METER. 8. APPROVED DOCVA IN MAIN LINE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. g, 10', 8 ", 6" OR 4" COUPLING ADAPTER, FL 10. 10 ", 8', 6" OR 4 "FL *PE D.I. CLASS 52 PIPE LENGTH TO FIT. 11, GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON- SHRINK GROUT. 12. 10', 8', 6' OR 4" GATE VALVE FL•MJ WITH POST INDICATOR VALVE. 13. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 14. FLANGED 90' BEND. 15. 4' OR 6" 0.1. CLASS 52 PIPE FL•FL 16. 4" OR 6" 90' BEND. FL 17. 4' OR 6" 0.1. CLASS 52 PIPE, FL'FL 18. 6' 90' BEND. FL. 19. UL LISTED 5" STORTZ CONNECTION WITH 30 OR 45 DEGREE ELBOW. 20. 6" 0.1. CLASS 52 PIPE LENGTH AS REQUIRED FL - FL 21. 6' 90' BEND FL. 22, SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOU LE COCK _AND YAULT_ASSEMByY NOTES: 1. BACKFLOW PREVENTORS SHALL BE FEBCO {806 OR APPROVED EQUAL 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE DETAIL PLAN FOR VAULT INSTALATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHALL PROIR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL BE 4 ". 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF UD TO FLOOR OF VAULT EXCEEDS 30 ". INSTALLATION OF ALL LADDERS SHALL BE IN COMPUANCE TO O.S.H.A. 7. LOCATE VAULT IN PLANTING AREA AND NOT IN PAVING AREA, UNLESS APP.OVED BY THE ENGINEER. 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL. APPLICABLE REQUIREMENTS OF ANSI /AWWA C110/A21.10 AND CEMENT UNED (SEE APWA do AWWA). 9. PIPE SHALL 8E DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.O.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED WITH ONE (1) 5' STORTZ CONNECTIONS AND TWO 30 DEGREE ELBOW. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBLIES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGED AFTER THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TESTS RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT •SHALL HAVE ONE 4' OR TWO 3' STEEL HINGED DOORS. 1 6, BACKPLOW PR.EUGNTION VP1,UES AND po5T OR WALL INp,CA VALVES SHALL, BE PR,oVIDED WITH UL Ce4'Rr4L STATION T&M PER. 5LIPERVI5I ON as Y City of Tukwila MATERIAL LISTING & DETECTOR DOUBLE CHECK & VAULT ASSEMBLY NOTEE DATE: 11 /22/96 WS -1 1 NOTE /u .ympa,.y.,ow..ls00. FIRE SPRINKLER VAULT. The fire sprinkler vault will conform with these Standards and the drawing in the City's Standard Plans. EXCEPTIONS. Any exceptions to items covered by this chapter shall be made by the Chief of the Fire Department and the officer in charge of the fire prevention bureau of the Fire Department and the City Engineer. Such exceptions must be in writing. W.3.6 CROSS CONNECTIONS AND BACKFLOW PREVENTION W.4.0 CONSTRUCTION The installation or maintenance of a cross - connection, which, in the opinion of the City Engineer, will endanger the water quality of the potable water supply of the City, is unlawful. Backflow prevention devices shall be installed and maintained by the service customer on any service connection to the City's water supply system, where said. backflow prevention devices are recommended by the AWWA standards, 'the UPC, or the American Backflow Prevention Association. The City shall make the final determination as to the type of backflow . protection required. All backflow devices are to be certified by a DOH certified backflow tester. Results of the certification shall be delivered to the City Water Department. All backflow devices are to be in accordance with the AWWA "Accepted Procedure and Practice in Cross Connection Control Manual ". All work performed in the construction of water systems shall be done only in accordance with City approved plans. The Contractor is required to maintain a set of approved plans and permits on the job site whenever work is being accomplished. Record drawings (see definitions) for public water systems, will be required at the completion of the project and prior to final acceptance. All work is to be performed in accordance with all applicable Federal, State and Local safety laws. W -14 cott Dinkelman, RPG Project Manager GEOTECHNICAL ENGINEERING STUDY PROPOSED PENSKE TRUCKING ADDITION 12840 48 1.11 STREET SOUTH TUKWILA, WASHINGTON E -8544 January 21, 1999 PREPARED FOR PENSKE TRUCKING FILE. COPY .h, ^f Ose. r'12t1 c Robert S. Levinson, Principal wins 03/07/00 1 Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 201 Bellevue, Washington 98005 (206) 643 -3780 Earth Consultants, Inc. V-21/19 RECEIVED CITY OF TUKWILA JAN Z 1 1999 PERMIT CENTER A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT- SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project- specific factors. These typically include: the general nature of the structure involved, its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose. or by the client for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. C A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. To help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs - (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are induded in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings. because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all- too - frequent result. To minimize the likelihood of boring log misinterpreta- tion, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed un- ASFE Published by der the mistaken impression that simply disdaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted daims being lodged against geotechnical consultants. lb help prevent this problem, geotechnical engineers have developed model dauses for use in writ- ten transmittals. These are not exculpatory dauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive dauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive dauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them dosely. Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road /Suite G 106 /Silver Spring, Maryland 20910/(301) 565 -2733 0788/3M January 21, 1999 E -8544 Penske Truck Leasing 3350 East Birch Street Brea, California 92621 Attention: Mr. Joe Berretta Dear Mr. Berretta: Earth Consultants Inc. Geotechnical Engineers, Geologists & Environmental Scientists We are pleased to submit our report titled "Geotechnical Engineering Study, Penske Trucking Addition, 12840 48 Street South, Tukwila, Washington." This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study was outlined in our November 30, 1998 proposal. Based on the results of our study, it is our opinion the proposed addition can be constructed generally as planned. In our opinion, the addition can be supported on a conventional spread and continuous footing foundation system bearing on at least two feet of structural fill. The slab -on -grade floor should be supported on at least one foot of structural fill. We appreciate this opportunity to have been of service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Robert S. Levinson, P.E. Principal WRJIRSL/bkm I 1805 - 136th Place N.E. Suite 201, Bellevue, Washington 98005 I g4STOPS780 FAX (425) 746 -0860 Toll Free (888) 739.6670 INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 1 Surface 1 Subsurface 2 Groundwater 2 Laboratory Testing 2 DISCUSSION AND RECOMMENDATIONS 3 Site Preparation and General Earthwork 3 Foundations 4 Slab -on -Grade Floors 5 Seismic Design Considerations 5 Site Drainage 6 Excavations and Slopes 7 LIMITATIONS 7 Additional Services 8 APPENDICES Appendix A Appendix B ILLUSTRATIONS Plate 1 Plate 2 Plate 3 Plate A1 Plates A2 and A3 Plate B1 Plate B2 TABLE OF CONTENTS E -8544 Field Exploration Laboratory Test Results Vicinity Map Boring Location Plan Typical Footing Subdrain Detail Legend Boring Log Grain Size Analyses Atterberg Limits Test Data Earth Consultants, Inc. PAGE General Project Description a TECHNICAL ENGINEERING STUC PROPOSED PENSKE TRUCKING ADDITIONS 12840 48" STREET SOUTH TUKWILA, WASHINGTON E -8544 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed Penske Trucking Additions in Tukwila, Washington. The general location of the site is shown on the Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface conditions at the site and based on the conditions encountered to develop geotechnical recommendations for the proposed site development. At the time our study was performed, the site, proposed building locations, additions to the existing building, and our exploratory locations were approximately as shown on the Boring Location Plan, Plate 2. We understand it is planned to add on to the existing truck rental facility. The proposed additions will consist of a mezzanine inside the existing building and an attached addition on the east side of the building. The addition will be one -story in height and will have a footprint of almost 5,000 square feet. The addition will be of concrete masonry unit (CMU) construction with a slab -on -grade floor. The mezzanine will be of steel stud construction. Based on our experience with similar projects, we anticipate wall loads will be in the range of two (2) to three (3) kips per lineal foot, column loads in the range of eighty (80) to one hundred (100) kips, and slab -on -grade floor loads of two hundred fifty (250) psf. The proposed addition will be constructed at or near existing grade, with a finished floor elevation level with the existing building. If any of the above design criteria are incorrect or change, we should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design. Surface SITE CONDITIONS The subject site is located at 12840 - 48 Street Avenue South in Tukwila (see Plate 1, Vicinity Map). The property is roughly rectangular in shape and comprises about three and one half acres. The site is bordered to the east by undeveloped land and the Duwamish River, to the south Interstate 1 -5, to the north by 48 Avenue South and a commercial trucking operation and to the west by an equipment rental operation. f Earth Consultants, Inc. GEOTECHNICAL ENGINEER}. _ i STUDY Penske Truck Leasing E -8544 January 21, 1999 Page 2 The site is relatively level, with less than five feet of elevation change across the site. East of the site is the Duwamish River. The Duwamish River is confined to its current alignment by levies. The levee extends to a height of about four feet above the Duwamish River valley floor. At the time of our visit, the river level was about twenty (20) feet below the top of the levee. The river channel banks are inclined at a gradient of about 70 to 80 percent. The site currently contains the existing Penske Building which has a footprint of about 6,500 square feet. On the south side of the building is a fuel pump island. The area surrounding the existing building is paved with asphalt pavement. Subsurface The site was explored by drilling one boring at the approximate location shown on Plate 2. Please refer to the log of our boring on Plates A2 and A3, for a more detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsur- face conditions encountered. Underlying the asphalt, we generally encountered an interbedded sequence of silts, silty sands, and poorly graded sand (ML, SM and SP, respectively). These soils ranged from loose to dense, generally becoming denser with depth. Moisture contents in the silt ranged from 20 to 33 percent. The soils encountered are typical for the Duwamish River Valley. Groundwater We encountered groundwater in our boring at eighteen feet below existing grade. With seepage at this depth, we do not anticipate seepage will result in significant construction related issues; however, the contractor should be made aware that groundwater is not static. There will be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by Atterberg limit tests and grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual boring logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in -situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. Earth Consultants, Inc. GEOTECHNICAL ENGINEER( 3 STUDY Penske Truck Leasing E - 8544 January 21, 1999 Page 3 In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen days following completion of this report unless we are otherwise directed in writing. DISCUSSION AND RECOMMENDATIONS Based on the results of our study, it is our opinion the proposed mezzanine and addition can be constructed generally as planned. Support for the mezzanine and addition can be provided using conventional spread and continuous footing foundations supported on at least two feet of structural fill. The addition slab -on -grade floor should be supported on at least one foot of structural fill. The proposed addition will be setback by more than three hundred fifty (350) feet from the Duwamish River. In our opinion, this setback should be adequate. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area for the exclusive use of Penske Trucking and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork The existing pavement in the proposed addition area should be stripped and removed. After the pavement is stripped, the exposed soils should be observed by a representative from our firm. Proofrolling may be necessary in order to identify soft or unstable areas. Proofrolling should be performed under the observation of a representative of ECI. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. Structural fill is defined as compacted fill placed under foundations, slabs, pavements, or other load- bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D -1557 (Modified Proctor). The fill materials should be placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Earth Conaultanta, Inc. GEOTECHNICAL ENGINEERL .3 STUDY Penske Truck Leasing E -8544 January 21, 1999 Page 4 During dry weather, most soils which are compactible and non - organic can be used as structural fill, provided they are near the optimum moisture content. Based on the results of our laboratory tests, the on -site soils at the time of our exploration are near the optimum moisture content and may be used as structural fill during dry weather, provided they can be dried back to near optimum moisture conditions. However, the native, fine - grained soils will degrade if exposed to moisture and construction traffic. Compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. If the native soil is exposed to moisture and cannot be adequately compacted, it may then be necessary to import a soil which can be compacted. During dry weather, any non - organic compactible soil can be used. Fill for use during wet weather should consist of a fairly well graded granular material having a maximum size of three inches and no more than five percent fines passing the No. 200 sieve based on the minus 3/4 -inch fraction. A contingency in the earthwork budget should be included for this possibility. Foundations Earth Consultants, Inc. Based on the results of our study, it is our opinion the proposed mezzanine and addition can be supported on a conventional spread and continuous footing foundation bearing on at least two feet of structural fill. This will require overexcavating the foundation bearing soils to a depth of at least two feet below foundation subgrade elevation and then backfilling the overexcavation with structural fill. The width of the overexcavation should be at least one -half the overexcavation depth. For example, assuming a two foot wide footing and two foot overexcavation depth, the overexcavation width would be four feet. For frost protection considerations, exterior foundation elements should be placed a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty -four (24) inches, respectively. With foundation support obtained as described, for design, an allowable soil bearing capacity of two thousand five hundred (2,500) psf for compacted structural fill can be used. Loading of this magnitude would be provided with theoretical factor -of- safety in excess of three against actual shear failure. For short -term dynamic loading conditions, a one -third increase in the above allowable bearing capacities can be used. For the above design criteria, we estimate settlements of foundations fill should be approximately one inch with differential settlements of one half inch. Most of the settlement should occur during construction as the dead loads are applied. In order to reduce the affects of differential settlement between the addition and existing building, structural connections should be delayed as long as possible in the construction process. GEOTECHNICAL ENGINEER(, STUDY Penske Truck Leasing E - 8544 January 21, 1999 Page 5 Slab - on - Grade Floors Seismic Design Considerations Lateral loads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of .35 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred (300) pcf. These lateral resistance values are allowable values, a factor -of- safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Ali footing excavations should be observed by a representative of ECI, prior to placing forms or rebar, to verify that conditions are as anticipated in this report. Slab -on -grade floors should be supported on at least one foot of structural fill. Disturbed subgrade soils must either be recompacted or replaced with structural fill. Slab -on -grade floors should be designed by the structural engineer based on the anticipated loading and the subgrade support characteristics. A modulus of vertical subgrade reaction of two hundred fifty (250) pounds per cubic inch (pci) may be used for design. A capillary break consisting of a free - draining material should be placed beneath the slab. The capillary break should have a minimum thickness of four inches. If a vapor barrier is used in areas to receive floor coverings, two inches of damp sand should be placed over the vapor barrier for protection during construction and to aid in curing of the concrete: The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code (UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture: The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty -five (55) miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. ) Earth Consultants, Inc. GEOTECHNICAL ENGINEER( J STUDY Penske Truck Leasing E - 8544 January 21, 1999 Page 6 Liquefaction: Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt); it must be loose; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and /or differential settlement for structures founded in the liquefying soils. In our opinion, the potential for widespread liquefaction induced settlement at this site is moderate. There may be localized areas of liquefaction induced settlement, however we estimate the settlement would be on the order of the previously discussed values for construction and post- construction settlement. Ground Motion Response: The 1997 UBC seismic design section provides a series of soil profile types that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that soil type SE Soft Soil Profile from Table 16 -J should be used for design. Site Drainage Groundwater was encountered in our boring at about eighteen (18) feet below grade. With seepage at this depth, we do not anticipate groundwater seepage will result in significant construction related issues, however groundwater seepage levels will vary depending on seasonal conditions. If seepage is encountered in foundation excavations during construction, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge, such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be necessary to interconnect the sump pits by a system of connector trenches. During construction, the site must be graded such that surface water is directed off the site and away from the north slope. Water must not be allowed to stand in any area where buildings, slabs or pavements are to be constructed. Loose surfaces should be sealed at night by compacting the surface to reduce the potential for moisture infiltration into the soils. Final site grades must allow for drainage away from the building foundations. The ground should be sloped at a gradient of three percent for a distance of at least ten feet away from the build- ings, except in paved areas, which can be sloped at a gradient of one percent. Footing drains should be installed around the building perimeter, at or just below the invert of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on Plate 3. Under no circumstances should roof downspout drain lines be connected to the footing drain system. All roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Earth Consultants, Inc. GEOTECHNICAL ENGINEER( ; STUDY Penske Truck Leasing E -8544 January 21, 1999 Page 7 Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state and Federal safety regulations. The native soils would be classified as Type C by OSHA. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1.5H:1 V. If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent cut and fill slopes should be inclined no steeper than 2H:1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of slopes. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided us, and our experience and engineering judgement. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the boring. Soil and groundwater conditions may vary from those encountered in our boring. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Earth Consultants, Inc. Drwn. GLS Date Jan. '99 Proj. No. 8544 Checked SDD Date 1/20/99 Plate 1 141st S 142ND 14 i ST 142 • ( { -- • 1 : , _ Q13ai9, 2N Reference: King County / Map 655 By Thomas Brothers Maps Dated 1999 NOTE: This plate contains areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. ! 10 ST a Wes} +]2aTli "� sr S :25TF ST 1 7 - LIE Y It vii . ... , ‘ .. V(47 t a)� \. S 127711 p B L 04, 9 k fN Earth Consultants, Inc. Geolechnical Engineers, Geologists & Environmental Scientists Vicinity Map Penske Truck Leasing Addition Tukwila, Washington ' Drwn. GLS Date Jan. '99 Proj. No. 8544 Checked SDD Date 1/20/99 Plate 2 LEGEND B -1 —1— Approximate Location of ECI Boring, Proj. No. E -8544, Dec, 1998 Subject Site Existing Building Proposed Building Addition Reference: Site Plan Proj. No. 9825 Sheet SD -1 By David Kehle Architect Dated 6/16/98 NOTE: This plate contains areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. �1- Approximate Scale 0 50 100 200ft. Earth Consultants, Inc. Geolechnical Engineers, Geologists & Environmental Scientists Boring Location Plan Penske Truck Leasing Addition Tukwila, Washington 6 inch min. 4 inch min. Diameter _ Perforated Pipe Wrapped in Drainage Fabric o_ ; o O 2 inch min. / 4 inch max. Slope To Drain Earth Consultants Inc. aewech,ical Engineers. Geologists . Environmental &Inaba Proj. No. 8544 I Drwn. GLS 'Date Jan. '99 SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING LEGEND Surface seal; native soil or other low permeability material. Fine aggregate for Portland Cement Concrete; Section 9 -03.1(2) of the WSDOT Specifications. Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. TYPICAL FOOTING SUBDRAIN DETAIL Penske Truck Leasing Addition Tukwila, Washington Checked SDD `Date 1/20/99 'Plate 3 APPENDIX A FIELD EXPLORATION E -8544 Our field exploration was performed on December 29, 1998. Subsurface conditions at the site were explored by drilling one boring to a depth of up to thirty (30) feet. The boring was drilled by Associated Drilling, Inc. subcontracted to ECI. Approximate boring locations were determined in relative to the existing building. The boring locations should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring Location Plan, Plate 2. The field exploration was continuously monitored by an engineer from our firm who classified the soils encountered, maintained a log of each boring, obtained representative samples, measured groundwater levels, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System which is presented on Plate Al, Legend. Our boring log is included as Plate A2 and A3. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Standard Penetration Tests (SPT) were performed while drilling at selected intervals. The sampling was performed in general accordance with ASTM Test Designation D -1586. The split spoon samples were driven with a one hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N- value ". This value helps to characterize the site soils and is used in our engineering analyses. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Earth Consultants, Inc. GEOTECHNICAL ENGINEERINI: STUDY Penske Truck Leasing E -8544 January 21, 1999 Page 8 Additional Services As the engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to facilitate design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse Grained Soils More Than 50 ° b Material Larger Than No. 200 Sieve Size And Gravelly Soils More Than 50 °b Coarse Fraction Retained On No. 4 Sieve Clean Clean Gravels (little or no fines) ''" " " d n d c� d n GW gW Well- Graded Gravels, Gravel -Sand Mixtures, Little Or No Fines .1111. • 1 - - 1 - GP gp Poorly-Graded Gravels, Gravel - Sand Mixtures, Little Or No Fines Gravels With Fines ( appreciable amount of fines ) + ' �� I GM gm Silty Gravels, Gravel - Sand - Silt Mixtures I it ) .• , GC gc Clayey Gravels, Gravel - Sand - Clay Mixtures Sand And Sandy Soils More Than 50% Coarse Fraction Passing No. 4 Sieve Clean Sand (little or no fines) ' o v. o ° o SW SW Well- Graded Sands, Gravelly Sands, 'Little Or No Fines ; , ; �,- !!g;�•:, +� • < %' ^•: SP l: ?' >" %: '! % %':!• s:•:;M {�•�� > *: >,�i1K. Sp Poorly-Graded Sands, Gravelly Sands, Little Or No Fines Sands With Fines (appreciable amount of fines) SM Sm Silty Sands. Sand - Silt Mixtures Clayey Sands, Sand - Clay Mixtures Fine Soils Soils More Than 50% Material Smaller Than No. 200 Sieve Size Silts Liquid Limit And Clays Less Than 50 ML ml Inorganic Silts & Very Fine Sands, Rock Flo( r,Silty -' Clayey Fine Sands; Clayey Silts w/ Slight Plasticity /l CL i / Cl Inorganic Clays g Of Low To Medium Plasticity, Gravelly Clays, Sandy Clays, Silty Clays, Lean 1(( I i I I l OL I l � I I O I Organic Silts And Organic Silty Clays Of Low Plasticity Silts And Liquid Limit Clays Greater Than 50 MH mh Inorganic Silts, Micaceous Or Diatomaceous Fire Sand Or Silty Soils CH Ch Inorganic Clays Of High Plasticity, Clays. OH Oh To Organic Clays Of Medium To High Plasticity, Organic Silts Highly Organic Soils ,``,, `,4 `( ± PT r, t_i, �1 r, �� r pt L Peat, Humus, Swamp Soils With High Organic Contents Topsoil • y �' y �' NI Humus And Duff Layer •••••• Fill •••••••••••• Hlyhly Variable Constituents •••••• C qu W P Pcf LL PI The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented In the attached logs. TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, lbs. per cubic ft. LIQUID LIMIT, % PLASTIC INDEX DUAL SYMBOLS are used to indicate borderline soil classification. I 2" O.D. SPLIT SPOON SAMPLER 11 24" I.D. RING OR SHELBY TUBE SAMPLER i WATER OBSERVATION WELL DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Z SUBSEQUENT GROUNDWATER LEVEL W/ DATE Earth Consultants Inc. (wort hum .,119,guu•,•Is. Inr icnitsls LEGEND Proj. No. 8544 'Date Jan. '99 !Plate Al Project Name: Penske Truck Leasing Addition Sheet of 1 2 Job No. 8544 Logged by: DDT Start Date: 12/29/98 Completion Date: 12/29/98 Boring No.: B -1 Drilling Contactor: Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: ±50' Hole Completion: • Monitoring Well ❑ Piezometer F.4 Abandoned, sealed with bentonite No. Blows Ft. o o w t Z1 aTdnres '43 tpdaa Togs 1 s3sn Surface Conditions: LL =37 PL =29 PI =8 J { 19.9 23.0 28.0 21.2 33.0 12 9 10 10.0 10.0 ML Brown sandy SILT, loose, moist, minor organics present • -51% fines -fine grained sand -trace gravel -60% fines - contains silt lenses -2" interbed of coarse sand 1 2 3 4 5 6 7 6 9 10 11 12 13 14 SM Brownish gray fine grained SAND, loose, wet - becomes saturated 15 16 17 18 19 e Eli. 44k Oh g �d�1��) Earth Consultants Inc. �°"°°''ca' Engineers. °`°'°�" ` °n"1'°""""� Scientists Boring Log Penske Truck Leasing Addition Tukwila, Washington a Proj. No. 8544 I Dwn. GLS I Data Jan. '99 Checked SDD I Date 1/21/99 I Plate A2 Boring Log Subsurface conditions depicted represent our observations at the time and location of this exploratory hole modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of n /nrrnoNnn nreonnind nn Fhlo Inn Project Name: Penske Truck Leasing Addition Sheet of 2 2 Job No. 8544 Logged by: DDT Start Date: 12/29/98 Completion Date: 12/29/98 Boring No.: B -1 Drilling Contactor: Associated Drilling Method: HSA Sampling Method: SPT Ground Surface Elevation: ±50' Hole Completion: ❑ Monitoring Well ❑ Piezometer f'7 Abandoned, sealed with bentonite No. Blows Ft. Toffs oTt ;C�E3�J Depth Ft. Sample Toffs sDsn 26.3 27.6 22.5 39 18 44 , .o . Q 0 : : O 0 9 0 : O 0 O G ;O 0 O. 0 0 O O 0 a.:0 .0 0 ..o.:. O' o .O' a .O': o ' 0: : .' o 0 o O o 0 ::.: O '. 0 0 0* : :.0 ; o O o 0:':O SP Dark gray poorly graded SAND, dense, wet • -fine to medium grained sand - becomes with organics, includes roots and twigs 21 23 24 25 26 27 28 29 30 31 Boring terminated at 31.5 feet below existing grade. Groundwater seepage encountered at 18.0 feet during drilling. Note: Boring elevation assumed. u ► ; . -�� I �� 11 Oil Ea h Consultants Inc. `I'1 1 �// \ lrl� / Geoleclutlal Engineers, cea+o�fts a owlrorurnrral sdentMr Boring Log Penske Truck Leasing Addition Tukwila, Washington Proj. No. 8544 I Dwn. GLS I Date Jan. '99 Checked SDD I Date 1/21/99 I Plate A3 Boring Log CO Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and udgment. They are not necessarily representative of other times and locations. 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No. 8544 I Drwn. G1S I Date Jan. ' 991 Checked SDD I Date 1/21/99 I Plate B1 Key Boring/ lbst Pit Depth (ft) Soil Classification USCS L.L. P.L. P.I. Natural Water Content • B -1 10 Brown SILT ML 37 29 8 21.2 100 80 x 60 a W z 20 0 CL- ML `�- A -Line 20 40 LIQUID LIMIT 60 80 100 Earth Consultants Inc. GraxnnIwl Engineers, GeoiogIsts & Envtrarvnenral SdcnuLsrs Atterberg Limits Test Data Penske Truck Leasing Addition Tukwila, Washington Proj. No. 8544 I Date Jan. 99 IPlate B2 Copies 3 Copies DISTRIBUTION E -8544 Penske Truck Leasing 3350 East Birch Street Brea, California 92621 Attention: Mr. Joe Berretta David Kehle Architects 12720 Gateway Drive, Suite 116 Seattle, Washington 98168 Attention: Mr. David Kehle ;, . STRUCTURAL CALCULATIONS INDEX A. DESIGN LOADS AND REACTIONS B. PLAN C. SHEETING DESIGN D. SECONDARY FRAMING DESIGN E. ENDWALL DESIGN F. RIGID FRAME DESIGN G. LONGITUDINAL BRACING H. SPECIAL FRAMING DESIGN STEEL BUILDINGS .■ nI .f Ste4 CBC STEEL BUILDINGS IS AN APPROVED FABRICATOR OF STEEL BUILDINGS: IA FA-322 �CITY OF SEATTLE TLE CERTIERTIFIED PLANT CITY OF LOS ANGELES - TYPE 1 FABRICATOR PO BOX 1009 LATHROP , CALIFORNIA f 2093 983 - 0910 By ALK Date 09 -20 -1999 STRUCTURE DESCRIPTION BASIC LOADS Roof Live Load Frame Live Load COLLATERAL LOADS 3 PSF DES I ON P'A RAMETE RS Cust PENSKI TRUCKING Job # 19383 Building Width (span) : 80 ft. 1 R'aye of(Se 3 Eave Height 19.5833 ft. / zo.417 f{.. .Bay Space (trib) : 28.67 ft. Roof Slope .5 in. /ft. 4. 25 psf (UBC) 25 psf Wind Load (1997 UBC) : Speed 80 mph Seismic Zone(1997 UBC) : 3 Building Dead Load 4 psf * ** This structure is designed in compliance with CBC specifications and standards utilizing the pertinent provisions and recommendations of the American Institute of Steel Construction (AISC) International Conference of Building Officials (UBC), American Iron and Steel Institute (AISI), the Metal Building Manufacturers Association (MBMA) and their publications. ** Sheet A- I By ALK c: Date 09 -20 -1999 Cust PENSKI TRUCKING 28.9 k ›. 43 3 k I D L + L L D L + L L FRAME REACT IONS 28.9 k 43.3 k FRAME LINE 2 23.0 k . . < 23.0 k F 7_2 k 34.7 k 34.7 'k 4.5 k FRAME LINES 1,3 l< 4_1 7 11 5 7 k ANCHOR BOLTS (4) 1 in. dia. x 20 in. long, ASTM A36, 3 in. hook with Bearing Angle L 3 x 3 x 3/16 x 8 in., ASTM A36. Sheet A-2 Job # 19383 ' DL + W L D L + W L 3'1 k 1.1. k By ALK 3�k 4 k D L + W L F RAME REACT I ONS Date 09 -20 -1999 Cust PENSKI TRUCKING J :r k 3.1 k PORTAL FRAMES ANCHOR BOLTS (4) .75 in. dia. x 16 in. long, ASTM A36, 3 in. hook with Bearing Angle L 3 x 3 x 3/16 x 6 in., ASTM A36. Job # 19383 • Sheet A -3 By ALK Date 09 -20 -1999 S+ Cust PENSKI TRUCKING FLAN VIEW 2 1 1 ... 56' -g Job # 19383 Sheet B— !RF By ALK Date 09 -20 -1999 SHEETING DES I G N Cust'PENSKI TRUCKING Job #.19383 ROOF PANELS Span = 4.75 ft. Actual DL + LL = .92 + 25 = 25.92 psf * ** USE: 26 Ga Standard R panel * ** Allowable DL + LL = 42.2 psf (See chart 'C') >OK(. WALL PANELS Span = 5 ft. Actual WL = 14.17 psf * ** USE: 26 Ga Standard R panel * ** Allowable WL = 38.1 x 1.33 = 50:8 psf (See chart 'C') FASTENERS Purlin Space = 4.75 ft. Wind uplift = 15.35 psf Actual W = '15.35 x 4.75 = . 72.91 lbs /ft. * ** USE: #12 -14 x 1 in. Self Drillinq Screw at 12 in. o.c.. Allowable W = 504 lbs. (Atlas Bolt &.Screw •Co.) Sheet C- coJJJ --l` WwwwworQto -•-' 51-Jur st--Joro9.lcnrO9,lciroo nrveiD-4m o9.l[.nc+v -+CQ rx 9Ln9Ln9U19U19cn9Cn9Cn9Ln9UI9Ln9UI W =c* Or+ �= r••m £17 rl w 1 ■ tp =I-. r'- rNNG1ww = MM / NWNNNWW- cnLnTJ.D9W9 in UM /4 1.1 NW-C-U1 09N mTJ9J9r t T Na T ow wto (. JT00-.1r7,00-J de .. • •• •• I to ~• I NI - 0 . I rr lL E rr- r- foW�T9r) 7 roNNWC•J 0,1,1. 4. -LfJJ• JJm,176) -•w. m0.--c �OGJ�JT Ln. 1-00FwTr D 9 N r2 M � -` Cr' I M r03TLnWN4OMrWrr- OkOWw cr -wivor �.I aD W►- I / co 9 r awn .-4-S m r•• co —1 • 1 C I rl • r - ' Z • rrr -4 D.DuWT9CnWU1= H MJMOGN.C MGWJGLII9TWNWWrGIrOWWa 11 kOSI -4 `►•► W.DJ GMN�U- , J0WC•J.DNU19r -C•J `► tf►-4 U) P--- •�I -h X r GJ UI ( I cro N m GJ Cn rn I r-•Nr7 3 X •• MT)-4 1 rrr1- W W9r1 �0 rrrrNfUNR OON- 4M9C•JD`•DCnNW9Cn07C•1• •• -I I r- • • N W�Tm9NU1R� -J 1` Ln,DJ59QD4,�O0DNJUIVr r 99 • I 1`JC• 199C• J9rMr- N.t - o 3 G JC•JNr-90790D9fo•i UWP-. T V • . I 9 D 9 - I� v t W f WW V r •r• > fn GJ 1` rrr+rNGJ��D NRofaNWWWG3 - - UILfTJ.D9raL wwr -ro= n o .- COTm. D9fo- Tfb .- W10Jro , JJ 9LnUl•4`UWu - (.JQ. M r• M .D.D,Dr�.DLn•L CR030CD*- •N9J0JJNm.DNrr9W7 • - Tim V Cr. cro WM rr- r -NNW•i T.DWrfl" 99 rrrrNNNNWW. UrATJ.Dr wM1—MU W -*M0• 1 U1-.1. Dr- WT .3WWW9W J�A WWONk 0 9T.D9CJIJf- (fl (fl in u+ NTW 1cJG10DWN.D.DUUr mr- Jr l9Nr -L0W1.". r.. r•• l 0 ■ T r £ - ,I v 0 .Q c +„ By ALK Date 09 -20 -1999 PURLIN DESIGN Span = 28.67 ft. SECONDARY FRAMING DIES DESIGN Cust PENSKI TRUCKING • Sheet D- Job # 19383 Tributary width = 4.75 ft. Fy = 50 ksi Actual w(dl + cl + 11) = 4.75 x ( 1.64 + 3 + 25 ) = 140.79 lb /ft * ** USE: 8.5 in. 'Z' 14 Ga / 14 Ga Continuous at 4.75 Ft o.c. max * ** Allowable w(dl + 11) = 146 lb /ft )OK( Laps @ Frame Lines 4.00 / 4.00 2 CHECK UPLIFT ON PURLINS Net uplift = 14. 1696 -( 1.64 + 3 ) = 9.53 psf Endbay moment = .07 x 9.53 x 4.75 x 27.84 ^2 = 2455 lb -ft Bending stress = 2455 x 12 / 2.83 / 1.33 = 7808 psi * ** USE: ( 1 ) 1 x 1 x 16 Ga ANGLES in endbay * ** REF: AISI Chart V- 3.3(B) Factor = SQR(( 12.92 x 12) ^2 x 2.83 /(1.75 x 8.5 x .85 )) EAVE STRUT DESIGN SPAN = 28.67 ft. Tributary width = 1.833 ft. Actual w(dl + cl + 11) = 1.833 ( 3.02 + 3 + 25 ) = 56.86 lb /ft * ** USE: 8.5 in x 8.5 in x 16 Ga simple span Eave Strut * ** Allowable w(dl + 11) = (20,000 * 2.47 / 28.67 ^2) = 60.1 lb /ft )OK( CRC Steel Buildings P.O. Box 1009 Lathrop, Ca. 95330 (209) 983- 0910 NUMBER OF ELEMENTS = 6 ELASTIC MODULUS = 29500.00 NUMBER OF CONCENTRATED LOADS = 0 Job Number : 19383 Customer Name : PENSKI TRUCKING Job Location : TUKWILA, WA CONTINUOUS PURLIN,PROGRAM. 3 SUPPRESSED DISPLACEMENTS AT POSITIONS : 1 7 13 BAY LENGTH(FT) LENGTH(IN) LL (FT) RL (FT) 1 27.00 324.00 0.00 4.00 2 27.70 332.40 4.00 0.00 a I to a6)e = g9 . e 1/42.s- > j 2.5 x. S . 9/20/1999 9:32:16 Sheet bz BENDING NODAL DISPL. ELEM. IN ^4 LENGTH w(K /in) w(K /ft) NODE MOMENTS (V). and (theta) 12.03 129.00 0.0119 0.1425, 1 0.0 0.00 - 0.0196 12.03 147.00 0.0119 0.1425 2 74.9 1.55 0.0001 24.06 48.00 0.0119 0.1425 3 -80.5 0.19 0.0078 24.06 48.00 0.0119 0.1425 4 -186.9 0.00 - 0.0011 12.03 152.40 0.0119 0.1425 -78.9 5 0.30 - 0.0100 12.03 132.00 0.0119 0.1425 6 82.8 1.88 0.0008. 7 -0.0 0.00 0.0226 NODE =3 MOMENT= -80.5 Use: (1) 8.5 x 2.75 x 14 Ga "Z" Resisting Moment= 84.9 NODE =6 MOMENT= 82.8 Use: (1) 8.5 x 2.75 x 14 Ga "Z" Resisting Moment= 84.9 By ALK. Date 09 -20 -1999 11.83 ft. 7.33 ft. 4.00 ft. SECONDARY FR A M I N G DESIGN Cust RENSKI TRUCKING Job # 19383 GIRT DESIGN Eave Ht. = 19.5833 ft. Wind Load = 14.17 psf ELEVATION Trib Width Span 15.58 ft. 3.88 ft. 28.67 ft. * * ** USE: 8.5 in 'Z' x 16 Ga. GIRTS * * * ** Actual w(wl) = 54.92 lb /ft Allowable w(wl) = 53.00 x 1.33 = 70.67. lb /ft >OK( Trib Width Span 4.13 ft. 28.67 ft. * * ** USE: 8.5 in 'Z' x 16 Ga. 6IRTS Actual w(wl) = 58.46 lb /ft Allowable w(wl) .= 53.00 x 1.33 = 70.67 lb/ft >OK( Trib Width Span 3.91 ft. 28.67 ft. * * ** USE: 8.5 in 'Z' x 16 Ga. GIRTS Trib Width Span 3.66 ft. 28.67 ft. * ** See Chart 'D' * ** Sheet D-3 Actual w(wl) Allowable w(wl) = 53.00 x 1.33 = 70.67 .lb /ft >OK( = 55.46 lb /ft * * ** USE: 8.5 in 'Z' x 16 Ga. GIRTS * * * ** Actual w(wl) = 51.92 lb /ft Allowable w(w1) = 53.00 x 1.33 = 70.67 lb /ft >OK( Member Size Lbs/ Ft Area in'`2 Sxx in Su in 6 Rxx in. Ryy in. 0 Purlins 8.5x2.75x16 ga 'Z' Allow Lbs/ Ft. 0.89 16 f•7 -. - .- CUN66 .- .y . •• .-1 .60 and 8.5x2.75x14 ga 'Z' 18 1.11 135 S 0J .67 Girts 8.5x2.75x16 ga 'C' -1 f•"3 0.89 itJ W f•7 6 6 t•7 f•7 .60 8.5x2.75x14 ga 'C' 1.11 4.00/4.00 111 .67 Eave 8.5x2.75x16 ga 3.78 1.11 2.47 2.47 3.50 4.54 .72 Struts 8.5x2.75x14 ga 4.72 1.39 2.98 2.98 3.50 1.55 .79 No. Bays Live Load psf Bay Space Ft. End Bay Gage Int Bay Gage Laps Ft. /Ft. Allow Lbs/ Ft. Bay Space Ft. Gage Allow Lbs/ Ft. 16 0.00/0.00 109 18 16 135 S 0J �7 0.1 16 2.67/2.67 107 14 175 14 4.00/4.00 111 19 16 14 121 157 • 16 2.00/2.00 0J 25 r�J 14 2.67/2.67 .r 20 16 109 14 4.00/4.00 14 141 16 2.00/2.00 21 16 99 30 q7 0.1 14 6 2.67/2.67 If) 14 4.00/4.00 14 128 16 16 0.00/0.00 109 22 16 90 20 U7 OJ 16 16 2.67/2.67 117 14 117 14 16 4.00/2.67 108 23 16 82 16 16 0.96/0.96 14 107 r•) 25 U7 0.1 14 16 2.67/2.00 In 24 16 76 14 16 4.00/2.67 14 98 16 16 0.96/0.96 25 16 70 30 In 0J 14 16 4.00/2.67 01 �7 .-4 14 16 4.00/2.67 14 91 16 16 0.00/0.00 109 26 16 64 20 fU 16 16 2.67/2.00 119 14 84 14 16 4.00/2.67 109 27 16 60 16 16 0.96/0.96 14 78 4 25 It) 0.1 14 16 2.67/2.00 133 f•7 28 16 56 14 16 4.00/2.67 14 72 16 16 0.96/0.96 %Do u• If) Xi 6 29 16 52 30 Ir ) 0J 14 16 4.00/2.67 14 16 4.00/2.67 14 67 30 16 48 ' 14 63 By ALK SECONDARY FRAM I N G DES DESIGN Sheet D— Date ri —20 -1999 Cust PENSKI TRUCKING SECTION PROPERTIES CONTINUOUS PURLIN DESIGN CHART Fy = 50 ksi ' D' Job # 19383 -if- -3E -lf- Fb = 30 ksi SIMPLE SPAN DESIGN By ALK Date 09 -20 -1999 E N D W A L L FRAMING DESIGN Cust.PENSKI TRUCKING Sheet E— � Job.. #.;19383 END POST DESIGN Length = ,21.00 ft Trib width = 20.00 ft * ** USE: (2)8.5 x 2.75 x 16 Ga 'C's -Sxx = 4.36 i Actual w(wl). = 20 ft x.9.4464.psf = 188.93 lb /ft Allowable w(w1) = 197.73 x = 263.64 lb /ft (See Chart 'E') 3._ Size Wt /ft Area Sxx Syy Rxx Ryy 0 8.5 x 2.75 x 16 ga 'C' 3.00 0.87 5 x 3/16 0.38 6 6 6 6 PI Cr G' t•) t•7 t•) t•) 1.01 .60 8.5 x 2.75 x 14 ga 1 E' 3.76 1.08 tr) aL 4 llJ t•) CU • • . r p j 0.47 1.01 .67 8.5 x 2.75 x 16 ga ' ] C' 6.00 1.74 0.88 1.25 .60 8.5 x 2.75 x 14 ga 'II' 7.34 2.16 U7 1.19 1.26 .67 10 x 5.5 x 14 ga 'Z' 5.06 1.49 10 ga 1.15 1.63 .62 10 x 5.5 x 12 ga 'Z' 7.10 2.09 1.61 1.63 .71 8.5 x 8.5 x 16 ga 'G' 4.89 1.44 3. 34 3. 19 .60 depth flg size web Wt /ft Area Sxx Syy Rxx Ryy Rt 5 x 3/16 10 ga 10.08 2.97 9.04 1.15 tr) aL 4 llJ t•) CU • • . r p j 5 x 1/4 10 ga 12.14 3.58 11.36 1.21 U7 6 x 1/4 10 ga 13.84 4.08 13.36 6 t•) N 1.49 8 x 1/4 10 ga 17.24 5.08 17.36 2.05 E N D W A L L FRAMING DESIGN By ALK Date 09-20-1999 Cust PENSKI TRUCKING -w-* CHAR T Light Gage Coldformed Shapes: (3) Three Plate Built -up Shapes: E 44-44-41E- . -- * Sheet E- Z Job # 19383 Fy = 50 ksi , Fb = 30 ksi NOTE: Rake beams and end posts are designed as simple span. End post anchorage : (2) 3/4 dia. anchor bolts. Formulae for Allowable Load Determination: M= w x L ^2 / 8 then w= 8 x M/ L ^2 = 8 x (Fb x S) / L ^8 Allowable w = (8 x 30000 x S / 12) / L^2 = 20,000 x S / LA2 CRC Steel Buildings Job 19383 MBP Computer System - Rigid Frame Design, Copyright by ISE, Inc., 1991 MBP Data File Name: Run Title: Customer: MBP File Creatn Date: Analysis / Desg Date: Prepared by Frame Type Bldg Width Eave Height Roof Pitch Bay Spacing Live Load Dead Load Wind Speed (ft) (ft) (in /ft): (ft) . (psf) . (psf) . (mph) . Num of Nodes: 7 Num of Supports: 4 Num of Members: 6 Num of Member Types: 6 Num of Segs per Mem: 8 Num of Load Cases: 5 Num of Load Combs: 3 Node Coordinates Node X- Coordinate (ft) Y- Coordinate (ft) Support Locations Member Data Support At Node Direction Member Node at the Start Node at the End Length of the Member Member Kind Normal /Opp State End - Release Code Yield Stress Fy Modulus of Elast, E 19383. MBP FRAME LINE 2 PENSKI TRUCKING 09/20/99 14:04:02 09/20/99 14:06:11 ALK. CLEAR SPAN 80.000 20.417 1. 000 33.750 25.000 5.000 80.000 1 1 Horizontal Seq 2/4718 Date 09/20/99 14:08 1 F R A M E D E S C R I P T I O N ' l 1 2 3 4 5 6 7 1.206 2.472 19.239 30.000 58.056 77.518 78.795 .0000 18.202 20.056 20.956 18.614 16.542 .0000 2 1 Vertical 3 7 • Horizontal Page F- 1 4 7 Vertical 1 2 3 4 5 6 . 1 2 3 5 6 7 2 3 4 4 5 6 (ft) 18.246 16.870 10.798 28. 153 19.573 16.591 B /T /E /O B /T /E /0 B /T /E /0 B /T /E /O B /T /E /O B /T /E /O Normal Normal Normal Opposite Opposite Opposite 00 00 00 00 00 00 (ksi) : 50.000 50.000 50.000 50.000 50.000 50.000 (ksi) : 29000.000 29000.000 29000.000 29000.000 29000.000 29000.000 CBC Steel Buildings LOAD CASES 1 : SELF WEIGHT 2 : Dead Load 3 : Live Load 4 : Wind Load 5 : SEISMIC LOAD LOAD COMBINATIONS 1 : DEAD + LIVE —2 : DEAD + WIND — 3 : DEAD + SEISMIC LOAD COMBINATION COMPOSITIONS (PERCENTS) Load Case 1 Load Case 2 Load Case 3 1 : 100.000 100.000 — 2 : 100.000 50.000 —3 : 100.000 100.000 A negative sign in front of the load combination number indicates wind or seismic loading (allowable stresses may be increased 1/3). SELF WEIGHT loads are calculated by the program. UNIF L Magni (kip /ft): From (ft) To (ft) Eccen (ft) . Angle (degr) . UNIF L Magni (kip /ft): From (ft) . To (ft) Eccen (ft) Angle (degr) . UNIF L Magni (kip /ft): From (ft) To (ft) Eccen (ft) • Angle (degr) . X —For (kips) . Job 19383 Load Case 2 > Member 2 Member 3 — "1677 —2.487 16.870 .0000 VER Load Case 3 Member 2 Load Case 4 Member 1 —.8386 —2. 487 16.870 .0000 VER —. 3013 0000 20.466 .0000 POU Load Case 5 Node 4 4.600 Seq 2/4718 Date 09/20/99 14:08 LOADING 'I —. 1682 ▪ @000 10.798 . 0000 VER Member 3 —. 8408 ▪ 0000 10.798 .0000 VER > > . 2637 .2637 —2.279 .0000 16.870 10.798 . 0000 .0000 POU POU 100.000 Member 4 —. 1682 ▪ 0000 28. 153 . 0000 VER ) Member 4 —. 8408 ▪ 0000 28. 153 . 0000 VER 100..000 Member 2 Member 3 Member 4 Load Case 4 Load Case 5 . 2637 ▪ 0000 28. 153 . 0000 POU - 100.000 Member 5 —.1678 —2.496 19.573 . 0000 VER > Member 5 Page F— 2 —.8390 —2.496 19.573 .0000 VER Member 5 Member 6 . 2637 .1883 —2.290 .0000 19'.573. 18.806 ..0000 ' . • .0000 POU POU • CRC Steel Buildings Support Reactions DEAD + LIVE AtNode: Direc: Reac: DEAD + WIND Sup: AtNode: Direc: Reac: DEAD + SEISMIC AtNode: Direc: Reac: 1 1 Horizontal 28.891 1 1 Horizontal -9.066 1 1 Horizontal 3.758 C. Job 19383 Highest Combined Stress Ratios Member Comb Stress Ratio Final Lat Sup Sp Top (ft) Final Lat Sup Sp Rot (ft) Station (ft) Load Comb Highest Shear Stress Ratios Member Shear Stress Ratio Station (ft) Load Comb Final Sections Member Type Final Flange Width (in) Final Flange Thick (in) Final Web Thickness (in) Final Depth at Start (in) Final Depth at End (in) Length of the Member (ft) Weight of the Member (lbs) Weight of the Frame (lbs) 1 RESULTS' kips for horizontal and vertical supports kip -ft for rotational supports 2 3 1 7 Vertical Horizontal 43.303 - 28.891 2 3 1 7 Vertical Horizontal -5.666 -1.082 2 3 1 7 Vertical Horizontal 8.310 -8.358 • • • • • • • 1 .9539 6.000 6.000 16.855 1 1 10 1/4 11.971 42.418 18.246 . 878.671 : 5478.551 1 2 .7706 .3076 16.855 1.395 1 1 Seq 2/4718 Date 09/20/99 14:08 2 3 .8645 .5998 5.000 5.000 5.000 5.000 1.395 10.798 1 1 3 1.008 .0000 1 4 7 Vertical 43.175 4 7 Vertical -3.115 4 7 Vertical 10.668 4 .8587 .0000 1 4 5 .8837 .7732 5.000 5.000 5.000 5.000 14.077 1.391 1 1 Page F- 3 6 1.011 6.000 6.000 15.205 1 5 6 .3090 .7608 1.391 15.205 1 1 Member 1 Member 2 Member 3 Member 4 Member 5 Member 6 2 3 -4 -5 -6 8 8 8 8 8 3/8 3/8 3/8 3/8 3/8 3/8 3/16 3/16 3/8 1/4 40.918 30.000 30.000 40.775 11.964 29.995 29.895 29.895 30.017 42.685 16.870 10.798 28. 153 19.573 16.591 1093.444 422.320 1101.054 1267.080 715.982 FRAME LINE 2 C MBP System — COnnection Processor, Version 1.2 (4/91) MBP file name: 19383.MBP Customer: PENSKI TRUCKING Run title: FRAME LINE 2 Frame analyzed /designed: 09/20/99 14:06:11 This report created: 09/20/99 14:09:02 C O N N E C T I O N D E F I N I T I O N S CONNECTION 1 On member 1, At 16.738 Angle: 3.98 DEGREES Min In— Plane Dim: 40.000 in, Min Transversal. Dim: 10.000 CONNECTION On member 2 At 10.798 ft, Angle: —4.78 DEGREES CONNECTION 3 On member 4, At .045 ft, . Angle: —.:01 DEGREES Min In —Plane Dim: 30.000 in, Min Transversal Dim: .8.000 PS Min In —Plane Dim: 30.000 in, Min Transversal Dim: 8.000'in in CONNECTION 4 On member 6, At 15.076 ft, Angle: 4.41 DEGREES Min In —Plane Dim: 40.000 in, Min Transversal Dim: 8.000 in F O R C E S 'AT C O N N E C T I O N S LIST OF LOAD COMBINATIONS 1 : DEAD + LIVE -2 : DEAD + WIND -3 : DEAD + SEISMIC CONNECTION 1 Load Axial Shear Bending Comb Force Force Moment (kips) (kips) (kip-ft) 1 - 48.497 - 28.891 - 432.623 -2 6.473 4.022 102.052 -3 -7.504 -3.758 - 53.574 CONNECTION Load Axial Shear Bending Comb Force Force :Moment, (kips) (kips). (kip -ft) 1 - 28.891 10.534 137..844' 3. 555 -2. 724 -7. 159 -3 -3.758 , .854 36.650 CONNECTION Load Comb 1 -` - 'J Axial Force • (kips) -30. 363 • 3. 029. -8. 742 Shear Force (kips) 16. 462 -.951 4.261 Bending Moment (kip -ft) 87.790 -36. 097 -1.506 CONNECTION 4 Load Axial Shear Bending Comb Force Force Moment (kips) (kips) (kip -ft) 1 -42,525 - 28.891 -384.586 3.765 1.757 1. 162 -3 - 10.017 -8.358 - 113.639 FG By ALK Date 09 -20 -1999 RAFTER SPLICE CONNECTION RAFTER RIDGE CONNECTION RIGID F RAME CONNECTION DES I GN --7 Sheet F— 7 Actual Dead + Wind moment = Allow Dead + Wind moment = Actual Dead + Live moment = Allow Dead + Live moment = Cust PENSKI TRUCKING Job # 19383 KNEE CONNECTION USE : Plate 6 x .5 x 44 in. (Fy = 50 ksi) w/ 3/4 in. dia. ASTM (A325 —N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 14.302 k /bolt Plate Allow bolt tension w/o stiffener = 7.151 k /bolt Bolt Allowable tension = 19.400 k /bolt Actual Dead + Live moment = 433.00 k —ft (Outside bolts in tension) Allow Dead + Live moment = 514.28 k —ft w/ 7 rows of bolts w/ 2 stiff 1 row of bolts outside flange Actual Dead + Wind moment = 103.00 k —ft (Inside bolts in tension) Allow Dead + Wind moment = 227.24 k —ft w/ 3 rows of bolts w/ 0 stiff so USE : Plate 6 x .5 x 40 in. (FX = 50 ksi) w/ 3/4 in. dia. ASTM (A625 —N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 14.302 k /bolt Plate Allow bolt tension w/o stiffener = 7.151 k /bolt Bolt Allowable tension = 19.400 k /bolt 37.00 k —ft ( Upper bolts in tension) ;4.06 k —ft w/ 6 rows of bolts w/ 0 stiff 16) 88.00 k —ft (Lower bolts in tension) 168.05 k —ft w/ 3 rows of bolts w/ 0 stiff Ize 0 row of bolts below flange 34 USE : Plate 6 x .5 x 44 in. (Fy = 50 ksi) w/ 3/4 in. dia. ASTM (A325 —N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 14.302 k /bolt Plate Allow bolt tension w/o stiffener = 7.151 k /bolt Bolt Allowable tension = 19.400 k /bolt Actual Dead + Wind moment Allow Dead + Wind moment Actual Dead + Live moment Allow Dead + Live moment = 10.00 k —ft (Upper bolts in tension) = 16 4 k —ft w/ rows of bolts w/ 0 stiff = 138.00 k —ft (Lower bolts in tension) = 233.00 k —ft w/ 3 rows of bolts w/ 0 stiff ��3 1 row of bolts below flange RIGID FRAME CONNECTION DES I G N Sheet F— By ALK' Date 09 -20 -1999 Cust PENSKI TRUCKING COLUMN BASE PLATE Vertical load = 44.00 kips Column flg width = 8.00 in. USE: BASE PLATE "8 x .5 x"13 in. ( 50 ksi).. Min Req'd Thk : 8 x SOR C 44 / ( 8 x 13 x 25 x Job # 19383 CBC Steel Buildings Job 19383A l MBP Computer System - Rigid Frame Design, Copyright by ISE, Inc., 1991 MBP Data File Name: Run Title: Customer: MBP File Creatn Date: Analysis / Desg Date: Prepared by Frame Type Bldg Width Eave Height Roof Pitch Bay Spacing Live Load Dead Load Wind Speed Node Coordinates Member Data (ft) . (ft) : (in /ft) : (ft) . (psf) . (psf) . (mph) . Num of Nodes: 7 Num of Supports: 4 Num of Members: 6 Num of Member Types: 6 Num of Segs per Mem: 8 Num of Load Cases: 5 Num of Load Combs: 3 Node X- Coordinate (ft) Y- Coordinate (ft) Support Locations Support At Node Direction Member Node at the Start Node at the End Length of the Member Member Kind Normal /Opp State End - Release Code Yield Stress Fy Modulus of Elast, E I ' F R A M E D E S C R I P T I O N I 19383A. MBP FRAME LINES 1,3 PENSKI TRUCKING 09/20/99 15:08:06 09/20/99 15:09:37 ALK CLEAR SPAN 80.000 20.417 1.000 27.000 25.000 5.000 80.000 (ft) (ksi) (ksi) Seq 1/4719 Date 09/20/99 15:10 1 1 Horizontal 2 1 Vertical . 3 7 Horizontal Page F- 9 1 2 3 4 5 6 7 1.206 2.472 19.239 30.000 58.056 77.518 78.795 .0000 18.202 20.056 20.956 18.614 16.542 .0000 4 7 Vertical . 1 2 3 4 5 6 1 2 3 5 6 7 2 3 4 4 5 6 18.246 16.870 10.798 28.153 19.573 16.591 . B /T /E /O B /T /E /0 B /T /E /O B /T /E /• B /T /E /O B /T /E /0 . Normal Normal Normal Opposite Opposite Opposite 00 00 00 00 00 00 50.000 50.000 50.000 50.000 50.000 50.000 : 29000.000 29000.000 29000.000 29000.000 29000.000 29000.000 CBC Steel Buildings Job 19383A LOAD CASES 1 : SELF WEIGHT 2 : Dead Load 3 : Live Load 4 : Wind Load 5 : SEISMIC LOAD LOAD COMBINATIONS 1 : DEAD + LIVE -2 : DEAD + WIND -3 : DEAD + SEISMIC LOAD COMBINATION COMPOSITIONS (PERCENTS) Load Case 1 Load Case 2 Load Case 3 1 : 100.000 100.000 -2 : 100.000 50.000 -3 : 100.000 100.000 A negative sign in front of the load combination number indicates wind or seismic loading (allowable stresses may be increased 1/3). SELF WEIGHT loads are calculated by the program. UNIF L Magni (kip /ft): From (ft) To (ft) Eccen (ft) Angle (degr) UNIF L Magni (kip /ft): From (ft) To (ft) . Eccen (ft) Angle (degr) UNIF L Magni (kip /ft): From (ft) To (ft) • Eccen (ft) • Angle (degr) -.1342 -2.487 16.870 .0000 VER Load Case 3 Member 2 -.6709 -2.487 16.870 .0000 VER Load Case 4 Member 1 -.2411 0000 20.466 .0000 POU c Load Case 5 Node 4 X -For (kips) 3.600 Load Case 2 > Member 2 Member 3 Seq 1/4719 Date 09/20/99 15:10 L O A D I N G -. 1345 ▪ 0000 10.798 . 0000 VER Member 3 -.6726 ▪ 0000 10.798 . 0000 VER 100.000 > > Member 2 Member 3 . 2109 .2109 -2.279 .0000 16.870 10.798 . 0000 .0000 POU POU Load Case.4 Load. Case 5 Member 4 -. 1345 ▪ 0000 28. 153 . 0000 VER Member 4 -. 6727 ▪ 0000 28. 153 .0000 VER 100.000 Member 4 . 2109 ▪ 0000 28. 153 . 0000 POU Member 5 -.1342 - 2.496 19.573 . 0000 VER Member 5 -.6712 -2.496 19.573 . 0000 VER Member 5 ▪ 2109 -2.290 19.573 . 0000 POU 100.000 Page F -10 >. Member 6 . 1507 ▪ 0000 18.806 .0000 POU CPC Steel Buildings Support Reactions DEAD + LIVE Sup: AtNode: Direc: Reac: DEAD + WIND AtNode: Direc: Reac: DEAD + SEISMIC Sup: AtNode: Direc: Reac: Final Sections 1 1 Horizontal 22.967 1 1 Horizontal -7.244 1 1 Horizontal 3.009 Highest Combined Stress Ratios Member Comb Stress Ratio Final Lat Sup Sp Top (ft) Final Lat Sup Sp Rot (ft) Station (ft) Load Comb Highest Shear Stress Ratios Member Shear Stress Ratio Station (ft) Load Comb Member Type Final Flange Width (in) Final Flange Thick (in) Final Web Thickness (in) Final Depth at Start (in) Final Depth at End (in) Length of the Member (ft) Weight of the Member (lbs) Weight of the Frame (lbs) : 4376.110 Job 19383A kips for horizontal and vertical supports kip -ft for rotational supports 2 1 7 Vertical Horizontal 34.658 - 22.967 2 3 1 7 Vertical Horizontal - 4.518 -.8749 1 .8857 6.000 6.000 16.855 1 Seq 1/4719 Date 09/20/99 15:10 RESULTS 2 3 1 7 Vertical Horizontal 6.685 -6.609 1 .6122 16.855 1 2 .8294 1.395 1 3 . 8093 . 0000 1 143C 10x3/6 •( 9s on rit. C t' (1 5t 3/5 L0 a^ n•,P...i:ir 6 1� unSL. )iol ?/•,l 4 7 Vertical 34.519 4 • 7 Vertical -2.513 4 7 Vertical 8.491 2 3 4 1.013 .6116 .8862 5.000 5.000 5.000 5.000 5.000 5.000 1.395 10.798 14.077 1 1 1 4 . 6905 . 0000 1 Page F -11 5 6 . 9072 1.017 5.000 6.000 5.000 6.000 1.391 15.205 1 1 5 6 . 8327 .6045 1.391 15.205 1 1 Member 1 Member 2 Member 3 Member 4 Member 5 Member 6 . 1 2 3 -4 -5 -6 3/8 3/8 3/8 3/8 3/8 3/8 1/4 1/4 3/16 3/16 1/4 1/4 11.971 40.918 30.000 30.000 40.775 11.964 : 42.418 29.995 29.895 29.895 30.017 42.685 : 18.246 16.870 10.798 28.153 19.573 16.591 : 785.164 757.722 367.113 957.120 878.084 630.908 MBP file name: 19383A.MBP Customer: PENSKI TRUCKING Run title: FRAME LINES 1,3 Frame analyzed /designed: 09/20/99. 15:09:37 This report created: 09/20/99 .15:10:48 C O N N.E C T I O N D E F I N I T I O N S MBP System — COnnection Processor, Version 1.2 (4/91) CONNECTION 1 On member 1, At 16.738 ft, Min In —Plane Di 40.000 in, Min Transversal Dim: 8.000 in Angle: 3.98 DEGREES CONNECTION 2 On member 3, At 10.798 ft, Angle: —4.78 DEGREES Min In —Plane Dim: 30.000 in', Min Transversal. Dim: 6.000 'in CONNECTION 3 On member 4, At .045 ft, Angle: t.01 DEGREES Min In —Plane Dim: 30.000 in, Min' Transversal Dim:. 6.000 in. CONNECTION 4 On member 6, At 15.076 ft, Angle: ' 4.41 DEGREES Min In -Plane Dim: 40.000 in, Min Transversal Dim: 6.000.in Sce puyrs F -9 F O R C E S AT C O N N E C T I O N S LIST OF LOAD COMBINATIONS 1 : DEAD + LIVE -2 : DEAD + WIND -3 : DEAD + SEISMIC CONNECTION 1 Load Axial Shear Bending Comb Force • Force • Moment. (kips) (kips) (kip •ft) 1 - 33.937 - 22.967 - 343.693 -2 5.239 3.209 81.463 -5.965 -3.009 - 42.901 CONNECTION. 2 Load Axial Shear, Bending Comb,' Force Force Moment (kips) (kips) (kip -ft) 1. - 22.967 8.448 • 113.526 -2 - 2.835 -2. 159 -5.722 -,3 -,t,.009 ,725 30.087 CONNECTION 3 Load Axial Shear Bending Comb Force Force Moment (kips) (kips) (kip -ft) 1 - 24.150 13.237 72.650 -2 2.409 -.706 - 29.346 -3 -6.919 3.450 -.508 CONNECTION 4 Load Axial Shear Bending Comb Force Force • Moment (kips) (kips). (kip -ft) 1 - 33.945 - 22.967. - 305.533 3.087 1.396 .734 -3 -7.918 -6.609 - 89.828 F14 By E LONG I TUD I NAL_ BRAC I NIG Date 09 Cust PENSKI TRUCKING BLDG DATA Bldg width = 80.00 ft Bldg length = 56.67 ft Bay space =28.00 ft Eave height = 19.583 ft Ave EW height = 10.520 ft LOADS Wind Pressure = 14.51 psf Wind Load = 14.51 ( 80.00 x 10.520 ) / 1000 = 12.21 kips Seismic Zone = 3 Importance Factor = 1.00 W = ( 4 + 3 ) x ( 80 x 56.67 ) + ( 3 ) x ( 80 x 10.520 ) = 34260 lbs 42)(2. s Seismic Load = GAV` SIDEWALL BRACING USE ( 2 ) : PORTAL FRAMES 6 Sidewalls (see. sheet 8-1) (");(1,:i Loa 12 C,11 /c.1 S C.c15‘. 3.+12K se;s Sheet •G— I Job #.19383 CBC Steel Buildings Job 19383B MBP Computer System - Rigid Frame Design, Copyright by ISE, Inc., 1991 MBP Data File Name: 19383B.MBP Run Title: PORTAL FRAMES Customer: PENSKI TRUCKING MBP File Creatn Date: 09/20/99 08 :47:52 Analysis / Desg Date: 09/20/99 08:48:14 Prepared by Frame Type Bldg Width Eave Height Roof Pitch Bay Spacing Live Load Dead Load Wind Speed Num of Nodes: 4 Num of Supports: 4 Num of Members: 3 Num of Member Types: 3 Num of Segs per Mem: 8 Num of Load Cases: Num of Load Combs: 2 Node Coordinates Support Locations Member Data : ALK : CLEAR SPAN, SHED (ft) : 27.000 (ft) : 19.500 (in /ft) : .000 (ft) : 5.000 (psf) : .000 (psf) .000 (mph) : 80.000 Node X- Coordinate (ft) Y- Coordinate (ft) Support At Node Direction Member Node at the Start Node at the End Length of the Member (ft) Member Kind Normal /Opp State End - Release Code Yield Stress Fy (ksi) Modulus of Elast, E (ksi) . F R A M E D E S C R I,P T I O N Seq 1/4716 Date 09/20/99 08:48 1 1.125 .0000 1 1 Horizontal 2 1.125 18.875 25. 875 18.875 2 3 1 4 Vertical Horizontal 1 2 . 1 2 4 . 18.875 24.750 18.875 . BU/TD/EF/Op BU /TD /EF /O BU /TD /EF /Op . Normal Normal Opposite . 00 00 00 50.000 50.000 50.000 . 29000.000 29000.000 29000.000 Page G- 2 4 25. 875 .0000 4 4 Vertical CBC Steel Buildings Job 19383B Seq 1/4716 Date 09/20/99 08:48 Page G- 3 LOAD CASES 1 : SELF WEIGHT 2 : Wind Load 3 : Seismic Load LOAD COMBINATIONS -1 : DEAD + WIND -2 : DEAD + SEISMIC L O A D I N G LOAD COMBINATION COMPOSITIONS (PERCENTS) Load Case 1 Load Case 2 Load Case 3 -1 . -2 . 100.000 100.000 CONC L Magni (kips) 6.110 At (ft) - 1.125 Eccen (ft) .0000 Angle (degr) HOR Load Case ‘ 3 Member 2 CONC L Magni (kips) 3.480 At (ft) -1.125 Eccen (ft) .0000 Angle (degr). : HOR 100.000 100.000 A negative sign in front of the load combination number indicates wind or seismic loading (allowable stresses may be increased 1/3). SELF WEIGHT loads are calculated by the program. Load Case 2 Member 2 CBC Steel Buildings Job 19383B Seq 1/4716 Date 09/20/99 08:48. Page_ G- 4 Support Reactions DEAD + WIND AtNode: Dire c: Reac: DEAD + SEISMIC AtNode: Dire c: Reac: 1 1 Horizontal —3.020 1 1 Horizontal —1.705 Highest Combined Stress Ratios Member Comb Stress Ratio Final Lat Sup Sp To Final Lat Sup Sp Bot Station Load Comb Highest Shear Stress Ratios Member Shear Stress Ratio Station (ft) Load Comb Final Sections kips for horizontal and vertical supports kip —ft for rotational supports 2 1 Vertical =4.026 a 1 Vertical —2.020 (ft) (ft) (ft) Member Type Final Flange Width (in) Final Flange Thick (in) Final Web Thickness (in) Final Depth at Start (in) Final Depth at End (in) Length of the Member (ft) Weight of the Member (lbs) Weight of the Frame (lbs) : 1267.527 I RESULTS 3 4 Horizontal —3.090 4 Horizontal —1.775 1 . 6393 18.670 18.670 18.250 1 1 . 1569 . 0000 1 Member 1 1 1/ 4 10 Ga 15.000 15.000 18.875 382.793 2 . 9441 27.000 27.000 24. 125 1 . 2545 24. 125 1 Member 2 2 8 1/4 10 Ga 15.000 15.000 24.750 501.941 4 4 Vertical 5.293 4 4 . Vertical 3.288 3 . .7121 18.670 18.670 18.250 1 3 . 1605 .0000 1 Member 3 —3 8 1/4 10 Ga 15.000 15.000 18.875 382.793 PORTAL FRAMES \ 2 3 3 C C O N N E C T I O N D E F I N I T I O N S MBP file name: 19383B.MBP Customer: PENSKI TRUCKING Run title: PORTAL FRAMES Frame analyzed /designed: 09/20/99 08:48:14 This report created: 09/20/99 08:49:07 MBP System — COnnection Processor, Version 1.2 (4/91) CONNECTION 1 On member 1, At 18.250 ft, Angle: HOR Min In -Plane Dim: 15.000 in, Min Transversal. Dim: 8.000 in CONNECTION 2 On member. 3, At 18.250 ft, Angle: HOR Min In —Plane Dim: 15.000 in, Min Transversal. Dim: 8.000. in G— 6 F O R C E S AT C O N N E C T I O N S LIST OF LOAD COMBINATIONS -1 : DEAD +WIND -2 : DEAD+ SEISMIC CONNECTION 1 Load Axial Shear Comb Force Force (kips). (kips), -1 4.396 3.020 2.390 1.705 CONNECTION Load Axial • Shear : Comb Force Force .(kips) (kips) -1 -4. 923 -3. 090 -2.918. —1.775 Bending .(kip -ft) .. 122' 31.110 'Bending • Moment.: (kip -ft) -56. 388 =32. 401 6- 7 RIGID FRAME CONNECTION 'DESIGN By ALK Date 09 -20 -1999 Cust PENSKI TRUCKING ' Sheet G-' Job # 19383 COLUMN BASE PLATE Vertical load = 6.00 kips Column flg width = 8.00 in. * ** USE: BASE PLATE 8 x .375 x 16 in. C50 ksi) Min Req' d Thk : .8 x SQR [ "6 / ( 8 'x 16 x .25 x 50 ) ] = ..049 in KNEE CONNECTION USE : Plate 6 x .5 x 22.5 in. (Fy = 50'ksi) w/ 3/4 in. dia. ASTM (A325 —N) High Strength Bolts Plate Allow bolt tension w/ stiffener = 14.302 k /bolt Plate Allow bolt tension w/o stiffener = 7.151 k/bolt. Bolt Allowable tension = 19.400 k /bolt Actual Dead + Wind moment = 72.00 k -ft (Outside bolts'in tension) Allow Dead + Wind moment = 95..35 k —ft w/ 2 rows of bolts'w/ 0 stiff 1 row of bolts outside flange Actual Dead + Wind moment = 72.00 k —ft (Inside bolts in tension). Allow Dead + Wind moment = 95.35 k —ft w/ .rows of bolts w/,0 stiff ;OW 0 7 p '•!: 0ve.17C e STEEL BUILDINGS t c Building Specifications GENERAL DESIGN: • Structure shall be designed in compliance with these CBC specifications and standards utilizing the pertinent provisions and . recommendations of the American Institute of Steel Construction (AISC), International Conference of Building Officials (UBC), American Iron and Steel Institute (AISI), the Metal Building Manufacturers Association (MBMA) and their publications • Standard design loads: Live load, Wind load and Seismic per the Uniform Building Code, or as determined by the local building official: Primary Framing: • Rigid frames: Shall be either tapered or constant depth "I" beam sections fabricated by automatic welding. Rigid frames shall be bolted together where required with A325 -N bolts. • Post and Beam End Frames:. Shall be fabricated of either cold formed sections or built -up sections, fabricated by welding, as dictated by design loads. • Anchorage: Shall be are indicated in the structural calculations for use in preparing foundation design by others. Secondary Framing: • Purlins and girts shall be fabricated of cold formed steel 8 1/2" deep with a 2 3/4" wide stiffened flange. Minimum thickness is 16 U S gage. Spacing and gage of these members shall be as determined by design and shown on the plans. Purlins and girts shall be attached to the primary framing members with 1/2" diameter A -307 bolts. Primary and Secondary Framing Paint: • All frames, purlins and girts shall receive one (1) shop coat of rust inhibitive primer after being thoroughly cleaned of all loose mill and scale rust. . Primary and Secondary framing Material Specifications: • Plates and bars used fabricating automatically continuous welded beams and columns. Materials conform to the requirements of ASTM A-529, A-572 and A-570 (fvfinintum Yield Point = 50.0 ksi). • Structural Pipes: > Materials conform to the requirements of ASTM A-53. • Cold Formed Steel: Steel used to form purlins and girts shall be hot rolled steel. Materials conform to the requirements of ASTM A446. Roof and Wall Covering: • Roof and wall covering shall be formed from galvanized steel of minimum 26 U S gage with not less than 1.25 ounce per square foot (G 90) of zinc coating. • Materials all conform to the chemistry requirements of ASTM A446. Roof and wall panels shall be fastened to framing members with N12 hex.head cadmium plated self - tapping, self- drilling screws: • Factory coated baked enamel colored roof and will sheets will be provided optionally with colors to be selected from available colors: High ribs of the panel shall be spaced at 12" on center: These ribs than be 1'1/4" in depth: Roof and wall panels shall be made to overlap one rib. The panels shall provide a net coverage of 3' -0 ". • Fiberglass Reinforced Translucent Panels: Where translucent roof or sidewall panel are indicated, they shall have a profile matching the adjacent steel panels. Nominal weight of panels shall be 8 ounces per square foot and a nominal thickness of .060 inches. Walk Doors: • Standard walk door shall be 3' -0" x 7' -0" x 1 3/4 inch thick single swing flush type steel construction; Doors shall be galvanized and bonderized for maximum rust protection. Ridge Ventilators: • Where specified, ventilators shall be either continuous Or circular ridge mounted. Circular vents may be either stationary or rotary type: Gutter, Trim and Downspouts: • Gable, comer, door, window, cave and gutter shall be of 26 U S gage galvanized steel; All gutter splices shall be field riveted and caulked to provide leakproof joints: Ridge Cap: • The standard formed ridge cap shall be formed to match the roof slope and shall be of the same materials, color and configuration as the roof panels. Sealants: • Closure Strips: Closures shall be constructed of semi-rigid polyethylene foam. • Tape Sealant Ribbon mastic 1" x 3/32" shall be provided for side and end laps of roof panels.. • Gutter Sealant: Acrylic base polymer applied with open barrel caulking gun. RICHARD HUDSON & ACdOCIATES, INC. JOB CONSULTING ENGINEERS SHEET NO OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 1w L 4 1-1' DATE SEATTLE, WASHINGTON 98122 206 - 324 -6160 1 . .. 1 i r ? i T I • i7.'1- 1 '''P.r,A,4'1 'Tit. R.C.4+1L. 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V ._T7fau 1 ._.. = . ... :.. _6 /‘ TlJ,C /= "it. -wi r • sr zL- : i4'.c .C, Kos u• !"r' I I 1 - 't - JOB iatr 7ZL - 'C i#1 - SHEET NO. OF CALCULATED BY In (I tot/ DATE LE fu,/fa --_:Z k k1 -_.._ / j • I I • , RICHARD HUDSON & JCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 7. • ,ert Or - ges) /Ai 6 ' t I 1 _r_ ! 1 : I ; I ! I 1 4- 4.x 4X;:...._ i . I .__ i _ i i ^ Cod (3lsaovj 1 I ! 1 I I1 Z 3 , i • 4. _ .i._ II ! . I '7" I _�_.- .__._ ti , Paws tz( SHEET NO. I OF CALCULATED BY 4- JOB j ! i i I i ■ ! ' IL 5 DATE 01 °WV)/ ' RICHARD HUDSON & .ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB tafNJ SHEET NO. Z CALCULATED BY \cJJ _ -r bd2 -r c t z ) ( ) , : : . I r-& i 2Nt.c2 • . 4 t • L-) • i i f ,OLiIIl,rlt)(3-61)' 0 14 :1ai - j v 3 t: 1 WI �' 0 Nl. to - n u T I __� 1 ! i I ? : ! 1 , ! i _ ,� 1 ; 1 , 1 1 . i ; 0,(0,:- i -10()4 t'„(1 ,IrTs--, ! , I i _ . 1 , 1____I i �k_ =;7 - )2 �- zr.,zr) - .'1 -i. d - 9 - ! I i I ? ! i 1 1, I , , ,— r--7 —! I I ; ! i i f 1 11 !i1. _ - �I ' �a - y 3 ; - • . i � 1 i ! i � i i ' ' I ! 1 ?q,i,o po I ; , 1 1 ,_?,(1..,!...,,t ( Z. - ay3)(. ' ' i I ! I i ! I ! •' i 1 ! 1 I i 1 �! i 1 r T- i i I i r 1 , I ; i 1 - i - I • _— _ ' i 1 ' 1 i I ! - ! i _ -_ '_ ! I • r I —_ .a -- -- ; .... _ I OF DATE w j 2 4 - ! ? b ! ! I Envelope Requirements (enter values as applicable) Fully heated/cooled,space . Minimum Insulation R- values Roofs Over Attic . Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Well Area if they are insulated to the level required for opaque walls. H�j, All Other Roofs times 100 equals % Glazing 't I r (rPZj Opaque Walls X 100 = +/Q )( Below Grade Walls NIA Floors Over Unconditioned Space I r I P Slabs-on -Grade Radiant Floors N, A Maximum U- factors Opaque Doors 0 , (00 Vertical Glazing CAI) Overhead Glazing • f4 I/ Maximum SHGC (or SC) VerticaVOverhead Glazing I S a ace Heat.T A. e ❑ Electric resistance h All other (see over for definitions) . Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Well Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) • (vertical & overhd) divided by Gross Exterior Wall Area times 100 equals % Glazing 't I r (rPZj 0' Z X 100 = +/Q Concrete/Masonry Option U Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See , Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address 1 24,42 Lleli�, /,) , 1 . ` N Date Ii� 31 Gt1• �9m For Building Department Use Applicant Name: 1;krl I7 6eIiv i , l t, �" " Applicant Address: l 2 w r:4 . � ' i 1 � I ic /.] L r . Applicant Phone:4 L , ,- 3 - l9i7 1 Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Descri ption 1994 Wash on State Nonresidential Ener• 9 Corn a Form Compliance Option ❑ Prescriptive Component Performance ❑ ENVSTD ❑ Systems (See Decision Flowchart (over) for qualifications) Analysis Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' I 1\ 'Refer to Section 1310 for qualifications and requirements ❑ New Building Addition ❑ Alteration ❑ Change of Use April, 1994 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btuwf'•'F below (other walls must meet ,Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor D - 0 36„ RECEIVED CITY OF TUKWILA NOV _. 5 9998 PERMIT CENTER I All insulation installed? Opaque Walls R -11 Masonry walls (Mt) U -0.19 Masonry walls (other) U -0.25 Below grade walls (ext) R -10 Below grade walls (othr) R -11 Roofs over attics R -30 iNI other roofs R -21 Floors over uncond.sp. R -19 Slabs -on -grade R -10 Radiant floors R -10 Opaque doors U -0.60 I Glazing Criteria Met? Gluing Vert OH Area % U U SHGC 00-15% 0.90 1.45 1.00 15.20% 0.75 1.40 1.00 20-30% 0.60 1.30 0.65 30-40% 0.50 1.25 0.45 All Insulation Installed? Opaque Walls R -11 Below grade walls (ext) R-10 Below grade walls (otwr) R -11 Roofs over attics R -30 M other roofs R -21 Floors over uncond.sp. R -19 Slabs -on -grade . R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00.15% 0.90 1.45 1.00 . 15-20% 0.75 1.40 1.00 20-30% 0.60 1.30 0.65 30-40% 0.50 1.25 0.45 All Insulation Installed? Opaque Walls R -19 Masonry walls (int) 11-0.19 Masonry walls (other) U-0.25 Below grade walls (ext) R -10 Below grade wells (othr) R -19 Roofs over attics R -38 All other roofs R -30 Floors over uncond. R -30 Slabs- on-grade R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert. OH Area % U U • SHGC 00-20% 0.40 0.80 1.00 All Insulation Yutauled? Opaque Walls R -19 Below grad* wells OA) R -10 Below grade wells (otter) R -19 Roofs over attics R -38 All other roofs R-30 Floors over uncond. R-30 Stabs- on-grade R -10 Radiant floors R -10 Opaque doors 11.000 Glazing Criteria Met? Glazing Vert. OH • • Area % U U SHGC 00-20% 0.40 0.80 1.00 S Envelope Summary (back) Climate Zone '1 ENV -SUM 1994 Washington State Nonresidential Energy Code Comp ance Forms Decision flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories cements all space Mating types: Other: All other space Mating systems including gas, solid fuel, oil. end propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) / .�, /� All \. / '- Masonry c walls R -11 , "-- 1 .4Vaf Criteria OK? g > iau47i` ntiono \ (below)/ yes y s / . <40%� ‘ Ys T no 1994 Washin V et ton StaC. Nonresidential Ener . Bobbie ,‘„ Resistance no ". ; ! e rn Component Performance or Systems Analysis Required Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag f` ` y i yAre 1 al HC** Area (sf) HC x Area Start Prescriptive Path Allowed Code Corn ice Form Electric Resistance: Space Mating systems which use electric resistance elements as the primary Mating system including baseboard, radiant and forced air units when tie total electric resistance Mat opacity exceeds 1.0 W/fr of the gross conditioned floor area. Exception: Heat pumps and terminal *lactic resistance Mating in variable sir volume disbibution systems. 1 / Masonry \ /' All N - 44alt Criteria OI(7� ,. walls R -19 flea \ (below) / no ulabon?/ no Yea no d h ; ,, Totals ie total of (HC x area) by Total Area e�Y no APO. 1994 if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC■i.0 unless calculations are provided; for all other walls, use Section 2009. .. Building Permit 1994 Washington State Energy Code Pla s Checklist ENV -CHK • Compliance Forms Apnl. 1994 Project Address �n � I Date 1113(4 r? The following Information is Washington State Nonresidential necessary to check a building permit application for compliance with the building envelope requirements In the , • Energy Code. Applicability (circle one) Code ' Section Component 1 'Information Required Location on Plans Building Department • Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type " In Electric resistance ps no no n.a. Other Indicate on plans that electric resistance heat is not allowed no n.a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed '� 1311 Insulation n o n.a. 1311.1 Insul. installation Indicate densities and clearances no n.e. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if cave vents installed; Indicate face stapling of faced batts �V no n.a. ���VVV 1311.3 Wall Insulation • Indicate R -value on wall sections; Indicate face stapling of faced batts;f Indicate above grade exterior insulation is protected; Indicate loose-fill core Insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; ! �f �i OW ,�� Ives /no n.a. �/ d es 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents no n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected yes no .a 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior Insulation is protected; Indicate insulation also under entire slab where req'd. by Official . • • no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 4y{�fI'7 yes no n.a. v 1312.1 U- factors _ Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, Iow-e • ' coatings, gas fillings '` .i �'�y • 0 no n.a. 1312.2 SHGC 8 SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) W 4.1 1313 Moisture control ci no 1313.1 Vapor retarders Indicate vapor retarders on warm side tit no 1313.2 Roof /ceiling vap.ret, Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood strut. Q no 1313.3 Wall vapor retarder Indicate vapor retarder on wall section no 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no .a. 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped IT on ground 1314 Air leakage no n.a. oft? no n. 1314.1 1314.2 Bldg. envel. sealing Glazing /door sealing Indicate sealing, caulking, gasketing, and weatherstrpping Indicate weatherstripping •. no cj 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PERFORMANCE (Sections 1320 -23 or 1330 -34) O ESCRIPTIVE/COMPONENT no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1994 Washing' -i State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: 1994 Washingtoncate Nonresidential Energy Code C rr pliance Form Building Permit Plans Checklist 1994 Washington Sets Energy Code Comphancs Forms ENV -CHK ApM, 1904 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: AU insulation materials shall be installed according to the manufacturer's Instructions to achieve proper densities, maintain chasteness, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the lull component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is et least thirty Inches of clear distance from the lop of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When save vents are installed, baffling of the vent openings shall be provided sass to deflect • the incoming air above the surface of the insulation. Where fighting foctures are recessed into a suspended or exposed grid .ceding, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. • Where installed in wood framing, faced butt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty - four inches on center. installed insulation shall not block the airflow through foundation vents. 1311.6 Slab .On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, ' whichever is less. insulation installed outside the foundation shall extend: downward a minimum of twenty-four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shalt be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on Model Size AA or BB. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. • 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Meat Gain Coefficient (SHGC), shall be determined, certified and labeled In accordance with the National Fenestration Rating Council (NFRC) . Standard by a certified; independent agency, licensed by the NFRC. Exception:+ Shading.coeffulents.(SC) shalt* an acceptable.... alternate for compliance with solar heat gain coefficient requirements, Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Root/Ceiling Assemblies: Roof /ceiling assembles where the ventilation space above the'insulation is less than an average of beet* inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with • vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of abc mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage • 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. • 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fbced windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. . 1314.3 Building Assemblies Used as Ducts or Plenums: Budding assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. Project Address W /�.>D„'lI ',r� L v�, _ U / t � Date 'I y I It Space Heat Type U Electric resistanceAII other For Building Department Use Glazing Area as % gross exterior wall area " % Concrete/Masonry Option • ❑ Yes ONo Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. - • Building Component List components by assemb ID & page # Proposed UA U- factor x Area (A) = UA (U x A) .Target UA U- factor x Area (A) = UA (U x A) 6ulzeio I U= O.'DPIanID: i irl• r '' . t q U= Plan ID: U= Plan ID: U= Plan ID: U= . Plan ID: U= Plan ID: U= Plan ID: 0,1e7 231, ea. 2 • , rsam 0 ea ,„ Glazing/ Electric Resist.: Other Heating •::0 -15% •.• .::•"'.0.40.. • 0.90: • >15- 2096 < °.:.• .. : <0.4 0:: : ', ;:. <':0:75•` . ' >2030% •• :: ' not allowed :: •:; ': ;.:.0.60`. ° `• :: >30.40%• ... >:.::';.: 0.50:: . : ::(see Table 134 for Conr./Masbriryvapks) Overhead Glazing U= Plan ID: U= Plan ID: U= Flan ID: 14/1:\o^ .. U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: • Glazing.% .Electric Resist.;::,. Ot sr.l eating :• -15% • •0.80• ; `::1 '4S.;. : . >1520 %•::•:: ' • ' ;.1 ' >20-30% not - allowed •. : 1.30 . >30 -40% .; • :not allowed .` ;••: : •• • ' (see Table.13 -1 for ConciMasonry vauus)• : woof] anbed0 U=0,41 Plan ID: Ii PM. IRSU t U= Plan ID: U= Plan ID: 0 -H'I Z I D ' • , b(p, to o 0C, .. ZED 1W •'• : ;El ectric Resist:. :Other. Heating • •. . 0.60. JOAO SJOOU R= Plan ID: R= Plan ID: 14/k R= Plan ID: • Electric Resist. : Other:Heating • • 0.031 "' ' 0.036 Other Roofs R =plot Plan ID: 1'G•1 i. R= . Plan ID: R= Plan ID: d.e.7 ' ? IyQ� . 101.1 1 7.q t7 .t7� �5¢� W5 ;Electric Resist.. Other Heating . 0.034• • 0.050 • • I Opaque Walls' R= 1.1 Plan ID: j, /l. 1 R= 1 Plan ID:OIL c• {710 R= I Plan ID: .Io R=11 Plan 10:6r44.1 / �I [x R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: [41/ Q 3,q 0,0II °g, 1v3'14 7 I03epitv 171,2 0 0. p � 110P Ill 1 2. 0, 3 6.2 023.,23 . � a' l9' 721,58, 105 : • Electric Resist. .Other Heating. Ordinary • .. 0.062 ' : • 0.14:.. . ' Metal stud • . • ; 0.11 . :04 Conc(int) . ' : 0.19 • : •. 0.19: Corx:(otti):.••.. ..'0.25.'. .. •::.0.25 Below Grade Walls R= Plan ID: R= Plan ID: I R= Plan ID: I ik: R= Plan ID: • • ' :Electric Resist. . Other Heating Ordinary 0.062 • • 0.14 Metal stud ' : '0.11 ' • , '0.1 Floors Over Uncond. Sp. R =11 Plan ID: L e 1 ) , k ; ' * g 6 1 1 r ' t • R= Plan•ID: R= Plan ID: R= Plan ID: .. 0'C / t f 5 4 ' S • I4, ' ' 0 • b 0 14 $4 1.31 Electric Resist: :.:••• Other Heating .0.029 ..: 0.056 .... apart; •uo•geiS R= 7 Plan ID: 11 � R= 0 Plan ID: U4 Ii U I.M R= Plan ID: R= Plan ID: 1 0 r s � 4 1(03. ((4 f j i l l d, /$ ice /3,0 6• O I I I I I ' ; Electric Resist • Other Heating . • (see Table 13;1 for radiant . Ooor.vakies) • ' Totals! 'For CMU walls, Indicate core Insulation material. For compliance: Q � , , �G Z I b l b , m �" I Totals f V10 .�� r/ I C, G� 1994 Washi " In State Nonresidential Ener C Com a liance Form Envelope UA Calc ations Climate Zone ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms ADnI. 1994 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1: OG= 2: OG= 3: VG= 4: 5: 6: Vertical Glazing I List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC , SHGC • x Area (A) = SHGC x A Vertical Glazing Plan ID: I 1/51.02 23 f,(07, I Z31 r O7 Z31Q Plan ID: 'Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Glazing % Electric Resist' Other Heating Plan ID: Totalsl 0-20% : .. 1.00 •.. • :: Plan ID: '20 -30% " • not aflowed :,. •: :A.65:' Plan ID: .30 -40% not allowed .- : : :. : - 0.45:'''; . Plan ID: ,' (see Table 13-1 for ConclMasonry:vahies) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: Z I .coZ 1 '2 ( (0 vJ Totals' 31.G2 ,zt(pL I Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 1 Overhead Glazing Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: _ Glazing % Electric Resist.: Other Heating . ••. ...: 0-20% 1.00 • ' •` ' 1 00 ':: `: >20 -30%• • not.allowed . .:'::; :0.65' -- >30-40% . not allowed . •:::0.45. (see Table 13.1 for ConclMasonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals' • I Totalsl ` • • • Envelope SHGC Calc: ations Climate Zone 1 ENV -SHGC 1994 Washington Stale Nonresidential Energy Code Compliance Forms Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above.. Glazing Area Opaque Area Gross Exterior Wall Area 1 xl % I - 100 I =17: I 17: .1 Roofs over Attics Other Roofs 1994 Washin to State Nonresidential Ener Code ..rim a liance Form 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13-1) Target OG Area in Roofs over Attics 1: 1) lesser (circle) 7: Max OG Remaining 15: Proposed Opaque Area Proposed OG Area 4: 5: Proposed Opaque Area Proposed VG Area 1 6: 1: 1 3: Target OG Area in Other Roofs + 2: — Total Ta get OG Area (sum 010 + 011) Maximum Target Glazing 2: 1) lesser (circle) 8: X11 Target OG Area ' 10: 11: 12: Target VG Area 1 9: ONO Target VG Area Target Opaque Area 13: 14: Target Opaque Area Walls, + Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Aped. 1994 Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 9,12, 13,14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above, 1! 1* to') 1t5C) 4 7 \ I ( 11 611111 • V la.; qZ2 th • eetqatit2 416064(46 40 ICA le* iiM4f 1b04.• 111 1 )( 11 - si 111 ‘GMU/1 tit9 10 M VSib 241 b (910 ij! P It2)($1,58= 31S,8 i 1 1,5bA 10 (0514 07' WPIAE = IP" - .111 1, P021 • 1,(05' • • • ! I l i ! /thk icd elcca-)? -1115 'MT) ico 1100 11 111-it* ; ejj A (01P(D 2 60? tC& aria/9tuo lb' - • F* Vkaie ftt 31. St = 2 r • in * tax rOz 39'1? iTiptkaot&L. = 1 14setb wk.') Ito3,1(0 (dr ' hissc, (Apo CO br • *will= 11 Li • Material Thickness Inches R /In Thickness R Value Solid R value Cavity cuti Q6.44 0.11 1 L1D A il 1.01 1541 • i(rer6uer) to a,0 \1\7 — . i 4bio6l« . . 041. • . ..Summation R Values 12 t1■ • U=1 /R a Oil . , '-■ Element: SKETCH OF ELEMENT Note: Make copies of this form for every building elemPnt. 0 Framing Ratio (it applicable) se U Value for Element (Avg.) Area of Element' F31/*ti.ip Mme. �a ni-44, Area of Element Is net wee after openings such as doors, windows and skylights have been subtracted. Material Thickness Inches 11/In Thickness Ft Value Solid P value Cavity 01A%1 96 _IV. o, 11 0 Mu w( U)". e 441 1031 *ruo r i ..r i 1 14uurn613 10n o -g , 4Poll- Dalai ... — .w. hi 11 e ivy U-1%DE .in- o -Cv I . .-Summation R Values I4 U =,/R (0,411 . • Element: ;,M(1 / ' iru2 f f(LP,SP. 12 (tw trco O il yet. SIio Framing Ratio ( iif applicable) SKETCH OF ELEMENT Note: Make copies o1 this loan for every building elemt'nt. Satouit Imouuvriia.) U Va'ue for Element (Avg.) Area of Element• " Area of Element Is net area atter openings such as doors, windows and skylights have been subtracted. Material Thickness Inches Ruin Thickness R Value Solid R value Cavity 0*ilie . ld' 12- r all �' «DF e �' t' G- j? W vi 94(o' II IN)E big rIiu'i V • . Summation R Values I2 I " Element: K.1 � lorloutE Framing Ratio (ii applicable) s U Value for Element (Avg.) Area of Element- SKETCH OF ELEMENT Note: Make copies o1 this form for every building element. rill (A. %Pepe 1,c1- Q -II I145u ' cd tg Citti.WD • Area of Element is net aea atter openings such as doors, windows and skylights have been subtracted. • Fint. Ratio • Solid U•V luo x Framing Ratio o) .• _ _412• .... >s,+s: " > U - 1/R £`' " ......... `•:' ` 1 • Fromin Ratio ? ' ''''` :? l; k': "` t .ti obi CavitySii•Voluo s 11 Framing Rotiol :; .; 0' b) .,. {�D• �iRi Sum of Adjusted U•Veluee Is .. b) °19• ENVELOPE U -VALUE WORKSHEET Element: peoemege, %(,1_ Freminp Ratio (It epplicobio) , I� • SKETCH OF ELEMENT U 1la Note: Make copios of this form for every building element. ._' rrtt , .. }4.._.;er:•SV , hltM•f r vcz..: - y••• .a ■. •ti.. -%v , .. r;! : r` . .,.t'. -7/'i_ ( i tL UL2e VP 17 -19 1iakul4tiO1J \pof el) Materiel loice LIR LM FM? alb" .61 Wow rit.r4 Thickness (Inches) wg P'- M R•Volue per Inch Sum of R•Volues R -Value Solid • •laVI i5to Iorbl R•Volue Cavity Ar or Element • • Nct'oroo alter openings such es doors, windows, end skylights hove boon subtracted Material Thickness Inches R /In Thickness R Value Solid R value Cavity IN5t0S 6 t 1 .col INguwjJ GP ► q IN4 "� I l�} 1. 1.8 lw Am ll¢ Npt eat • . Summation R Values • ti • U = 1/R d•O `► El ..ent: Vikt4ti I Framing Ratio (if applicable) SKETCH OF ELEMENT Note: Make copies of this form for every building element. U Value for Element (Avg.) Area of Element= = Area of Element is net area atter openings such as doors, windows and skylights have been subtracted, Material Thickness Inches Run Thickness R Value Solid R value Cavity Ikvve k iLt'I _ • o 'cal 13. ri . g7 to lla$3 u>tn etup , Si . I1'u. ° w . amps Ite. hi.tv! b .11 eitrP GAO, . o, ge • • • . Summation R Values I "I • Z/y . . Eloment: SKETCH OF ELEMENT Note; Make copies el this form for every building element. Framing Ratio (if applicable) = U Value for Element (Avg.) Area of Element* - IIZI' 7woao C • I1.1suu tiod �►I r istAlut Fw tlrrt - b t Vb 1 99 7 . * Area of Element is net area after openings such as doors, windows and skylights have been subtracted. !) Project Info Project Address I� •�. !iw/ -tF�� "'L� Allowed Watts per ft . Area in le . Date II1�t]� For Building Department Use ' i' ri rs �I, 51r Qf.1111111111[.j D. IN111111 '110 • IIIVIR ` . Applicant Name: �r gala 1a,(� ff a72o ■■ C.!' + ��' � r I KO r”. Applicant Address: II Applicant Phone: 1433 .20$17 . i7 / ice /l© Location (floor /room no.) Occupancy Description Allowed Watts per ft . Area in le . Allowed x Area fl %ati' :S'i� i' +' rs �I, 51r Qf.1111111111[.j D. IN111111 '110 • IIIVIR ` . tri M gem iffi: � S1�h:� s ,, 1 1 Q . i7 / ice /l© 2 Bldg. (by perim) • e.„ 2Jr 7.5 W/If . Iiitor 0 JnoT - t talAt 1 1 / ' Note: for building exterior, choose either the facade area or the perimeter method, but not both) . Total Watts A � /1•111•11ffLSG'11W Total Proposed Watts �i I e ®vifi4UIDt= 'IFI s I I Total Proposed Watts may not exceed Total Allowed Watts for Interior wa oI •' From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts I"i i ci Oq , s� Location (floor /room no.) Fixture Description Allowed Watts per ft or per If Number of Fixtures Fix Watts/ Fixture Watts Proposed WE r ' , r ,� 1 NEN V7 N - .1$Util •11WEA1111 IIIVIR ` Outdoor Areas gem iffi: � S1�h:� s • am i - 0' (a• ? 4 - mineui - E zpipri • ''l'i, 0.25 W/ft ''��C��_____ MIIIMMINIiAMMNOM= :71111111111111EMIIIII Bldg. (by perim) ('L 7.5 W/If . Iiitor 0 JnoT - t talAt v by / ' Note: for building exterior, choose either the facade area or the perimeter method, but not both) . Total Watts A � /1•111•11ffLSG'11W Total Proposed Watts �i I e ®vifi4UIDt= 'IFI s I I Total Proposed Watts may not exceed Total Allowed Watts for Interior wa oI Location • Description Allowed Watts per ft or per If Area In ft 2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking • G tit. i ' 0.2 W /ft 1 NEN V7 N - .1$Util Open Parking 0.2 W /ft Outdoor Areas • 0.2 W /ft2 • Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 1 1 ) 1 . - M 1� -1 (.(l. \l O 7.5 W/If . v by Note: for building exterior, choose either the facade area or the perimeter method, but not both) . Total Watts A � 0C2 Location Fixture Description Number of Fixtures Watts/ Fixture Wads Proposed II Mill • G tit. i ' - .11111111111111111 1 NEN V7 N - .1$Util I ' , U Or:, -' -.' Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Descri ption Compliance Option 1994 Washi '• hn State Nonresidential Ener C Corns Hance Form ❑ New Building Addition Maximum Allowed Lighting Wattage (Interior Maximum Allowed Lighting Wattage (Exterior Cl Alteration ❑ Prescriptive Lighting Power Allowance Cl Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Apnl, 1994 Alteration Exceptions (check appropriate box) Cl No changes are being made to the lighting Cl Less than 60 % of the futures are new, and installed lighting wattage is not being increased Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) • Use' LPA' (Wife) Use' LPA M►m Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition hall'•' 2 Assembly spaces ° , auditoriums, gymnasia theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurards/bars 1 Cafeterias, fast food establishments 1.5 Retail A • 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries 1.5 . Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages See s "'" "" ' Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 . Prescriptive Spaces Occupancy U Warehouses, storage areas or aircraft storage hangers ligt Other Qualification Checklist Note: If occupancy type is "Other and fudure answer is checked, the number of fixtures in the space Is not limited by Code. Clearly indicate these spaces on plans. if not qualified, do LPA Calculations,. Lighting Fixtures: U Check here if at least 95% of fixtures in the space meet all four criteria: . . , 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 1994 Washin ton State Nonresidential Ener Code Comeliance Form e Lighting Summary (t k) LTG -SUM 1994 Washington State Nonresidential Energy Code Corn once Forms Apn1,1994 Table 154 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 I. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased. by two percent per foot of'wiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot ot'room may be increased by two percent per toot of ceiling height above twelve feet. 4. For all other spaces. such as seating and common areas. use the Unit Light Power Allowance for assembly. 5. Watts per square foot ol'room may be increased by two percent per toot ot'ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common, areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the tire engine room, the Unit Lighting Power Allowance is 1.0 watts per square toot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square toot. 10. For both Retail A and Retail B. light for free- standing display, building showcase illumination and display window illumination installed within two feet ot'the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square toot. Ceiling mounted adjustable tungsten halogen and F D merchandise display illuminaries arc exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. I I. Provided that a floor plan. indicating rack location and height. is submitted, the square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance. as the floor area not covered by racks plus the vertical face area (access side only) ol'the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Address 1 0,,0 . (Date 11 43M i t The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code, :.. Applicability Code circle one Section tern: Corn • • t E - Information Required Location an Plans Building Department ' Notes `'' ( T sue® Schedule with I. , indicate locations l no n,a. 1513.2 Area controls Maximum limit per switch • 1513.3 Daylight zone control Schedule with type and features, Indicate locations , e no vertical glazing Indicate verticalglazing onplans 'Lp% yes no 0 . overhead glazing • Indicate overhear lazing on plans yes no 1513.4 Display /exhib/special: Indicate separate controls 1513.5 Exterior shut -off • . •• Schedule with type and features, indicate location yes. , no s r, - (a) timer w/backup •. Indicate location t no b • • ocell. . Indicate location 1513.6 Inter. auto shut -off Indicate location yes no � 1513.6.1 (a) occup. sensors Schedule with type and locations yes no W 1513.6.2 (b) auto. switches • Schedule with type and features (back -up, override capability); • Indicate size of zone on plans . I - TIN WATTA ections 15 r -22 0,1530-32) „ . . ( s no Lighting Sum. Form Completed and attached. Schedule with fixture types, .... lamps, ballasts, watts per fixture (4l X•Il i ai`J s' tel elf.— t;T f 6111 s no MI Elec motor efficien MECH -MOT or E • ui • ment Schedule with h • ; • m, efficie 1994 Washin .n State Nonresidential Energy C. .)Compliance Form Lighting Permit Plans Checklist 1994” Washington State Energy Code Compliance Forms . • LTG -CHK Apnt:1994 no is circled for any question, provide explanation: .Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with fighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all tights within the space. The controls shall be readily accesarile, at t e.point.of entry/exit,.to personnel occupying or using the space. Exceptions: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. • Automatic controls. 1994 Washingt ; State Nonresidential Energy Cod Lighting Permit Plans Checklist 1994 Washington State Energy Code Compliance Fors LTG -CHK *poi. 1994 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. Exceptions: 1. Industrial or manufacturing process areas, as may be required for production: Areas less than five percent of the building footprint for footprints over 100.000 f9. 1513.3 Daylight Zone Control: AN daylighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controb, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513,5 Automatic Shut -off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by impliance,Form timer, photocell. or a combination of timer and photocell. Automatic time switches shall also have program back -up capib{Mtles, which prevent the • " loss of program and time settings for at least 10 hours, if power is 1513.6 Automatic Shut•Off Controls, Interior, Office buildings greater than 25.00011 and all school classrooms shah be equipped with separate automatic controls to shut off the lighting during unoccupied hours. ' Automatic controls may be an occupancy sensor; time switch; or other t device capable of automatically shutting off lighting. _ ::'.;•':.;' c d. Exceptions: 1..,.. Arias that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting: 2 :Emergency lighting systems, ; ., " ` 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes • :� , titer the area has been vacated 1513.6.2 Automatic Time Switches: Automatictime switches shall have a minimum 7 day clock and be capable of being set for 7 different day .. types per week and incorporate an automatic holiday •shut -off,' feature, - : which turns off all bads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shad also have program • , back -up Capabilities, which prevent the loss of program.and time settings for at bast 10 hours, If power is interrupted. , Automatic time switches shall incorporate an over -ride switching device a. is readily accessible: b: . is located so that a person using the device can see the tights or the areas controlled by the switch, or so that the area being illuminated is annunciated: , is manually operated: allows the lighting to remain on for no more than two hours when an over -ride is initiated: and controls an area not exceeding 5,000 ft or 5 percent of footprint for footprints over 100,000 ft whichever is greater. yt Sa% 41,1741`p C T Irk • a s EXPASION JOINT TD (PREMOLDED TYP.) Ek F 1 ,4: "0 SCORE JOINTS A ee R 1 2" Min. or more as directed. 90 NOTES; 5/8' CRUSHED ROCK SECTION A —A City of Tukwila EXPANSION JOINT ELIMINATE IF GUTTER 6 APRON ARE POURED MONOLITHIC y ak pgT Driveway (Max. Recomended Grade Is 15/..) 7. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. Top of Curb at Driveway 5% 3/4' 18' CURB DETAIL 1. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS FOR INSPECTION. 2. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6' THICK. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 5. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH EXPANSION JOINT. 6. DRIVEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. HANDFORM ALONG RADIUS FOR SMOOTH TRANSITION • COMMERCIAL DRIVEWAY DATE: 11/15/96 Not to may.. RS -9 na MI..rvaw,w. City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: July 23, 1999 SUBJECT: Penske Trucking 12840 48 Ave S. Project No.:P98 -0074 Permit Number: D98 -0376 Contact Person: David Kehle Phone: (206) 433 -8997 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 23, 1999: JJS /jjs NOTIFICATION OF UTILITY PERMIT ACTION Storm Drainage Curb cut /Access Land Altering Fire Loop (DDCVA only) TOTAL $ 25.00 25.00 60.00 25.00 $ 135.00 PERMIT FEE Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) Public Works Utilities Inspector (with copy of application and plans) Finance Department (with copy of application) John W Rants, Mayor James P Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 Pim L! kehie �� arc t June 10, 1999 City of Tukwila Public Works 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attn: Joanna Spencer Re: Penske Truck Leasing Addition 12840 40 Avenue South Dear Joanna, Enclosed are 4 copies of revised civil drawings and letter of responses to correction letter #1 and #2. In addition, the following responses related to your letter of May 28, 1999: I trust these will answer your questions/concems. 1. See attached letter from Barghausen. 2. See attached letter from Barghausen. 3. See attached letter from Barghausen for sidewalk modifications. As for the waste oil containers, they are located inside the building in double wall tank self- containment in storage 28. 4. The new mezzanines are replacements of existing mezzanines. The existing . mezzanine in the shop area is 960 SF and the new shop mezzanine is the same excluding the stair area. The existing office mezzanine is 1,240 SF and the new office mezzanine is 2,160 SF. David Kehle DK/dk Encl.: Barghausen Letters 4 civil 1 of 1 cc: Joe Berretta Dan Balmeili 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 tleCtiVED ∎1UI' (206)1 -8997 FA ,, -8369 PUBLIC; WORKS Joanna Spencer City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES June 9, 1999 RE: Penske Truck Leasing Our Job No. 5244 Dear Joanna: This letter will accompany the resubmittal letter by David Kehle, Architect, for the above - referenced project. We have addressed the items in the two correction letters from the Public Works Department as follows: Correction Letter No. 1, March 5, 1999: 1. All known existing utility lines and proposed utility lines to accommodate the new building addition are shown on the civil utility/site plan prepared by Barghausen Consulting Engineers, Inc., the licensed civil engineering firm for the project. As requested, a 6 -inch detector double - check valve and vault assemblies have been added to the plans. 2. The proposed construction of the new building addition does not require any earthwork. 3. A copy of the King County Metro Non - Residential Sewer Use Certification and King County Metro Business Declaration are included with this submittal, as requested. 4. The proposed new building construction actually decreases the total impervious paved area. Oil /water separator elbows have been proposed to be installed in the two existing catch basins in the parking lot of the site. Riverbank cutbacks will not be necessary to compensate for impervious areas, since the impervious area is not increased on the project. 5. A copy of the traffic analysis, according to City of Tukwila concurrency, has been included in this submittal for your review. Correction Letter No. 2, May 28, 1999: 1. Four copies of the revised sign plan are enclosed with this submittal. 2. Public Works comments are addressed for each correction letter within this letter. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX Joanna Spencer City of Tukwila Public Works Department 3 . Sidewalk modifications are required only at curb cut locations and are shown on the plans as requested; please see the letter from David Kehle, Architect, for waste oil containers. 4. Please see the letter from David Kehle, Architect. Please proceed to review the revised plans and enclosures at your earliest convenience. Please call if you have any questions or require any additional information. Respectfully, Karl W. Lundberg, Project Engineer KWL /jss /sm 5244C.006 enc: As Noted cc: Dave Kehle, David Kehle, Architect Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. June 9, 1999 May 28, 1999 David Kehle David Kehle Architects 12720 Gateway Dr, #116 Seattle, WA 98168 Dear Mr. Kehle: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D98 -0376 Penske Trucking 12840 40th Avenue S John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. The Public Works Department has the following comments: Public Works Department: Joanna Spencer, Development Engineer (206)433 -0179, if you have any questions regarding the following: 1. Plans submitted in response to correction letter #1 were not signed. 2. Please address public works comments in a letter form and respond to each issue. 3. Show any sidewalk modifications and new waste oil containers. 4. What is the new square footage of the mezzanine. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 David Kehle May 28, 1999 Page 2 of 2 If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator . encl xc: File No. D99 -0011 Pene Trucking Company Permit No. D98 -0376 L• I :4 david kehie '& 77 5• � . ��+l�Wfl' April 7, 1999 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attn: Gary Barnett Re: Penske Truck Leasing Addition Dear Gary, Dig -©3% -ti • � '! i�qM APR 9 122 TUKWILA PUBLIC WORKS I am in receipt of a public works comment letter dated March 5 which had several comments relative to utilities and traffic. As you are aware, this is a maintenance facility for leased vehicles from Penske at this location. The addition takes up what is presently paving for the new addition with little disturbance to the site other than removal of asphalt and digging for footings. Excavation is incidental to the construction and is on the order of 140 cubic yards. I have included the Non - residential use certification although there are existing facilities in place including the truck wash facility. As for the storm wa' ar design, it is existing with only new connections for roof drainage being required. I was trying to handle all this without hiring a civil engineer, however, I have be unable to make progress with Joanna, and so you will be receiving a call from Dan Balmelli regarding the civil portions. Traffic was noted as requiring a traffic study. I had a call in to you to discuss, however, we have not made contact. I am going on vacation and would like you to consider the following: 1. The traffic circulation will be on site for entering the facility and queuing. No vehicles will enter from the street directly into the facility. Vehicles will then be serviced after being returned by the customer, and exit North onto the street. This will be done obviously one at a time and backup onto the site is not an issue. 2. The volume of vehicles will not increase from present operations. The additional bays will allow the servicing to be done more efficiently and during a normal shift. No increase in traffic should occur. 3. Traffic flow will be onto Interurban and will distribute North to the freeway and South to the freeway at so.133 None of the listed improvement projects will be affected by this project. 12720 GATEWAY DRIVE, SUITE 116 (206) 433 -8997 SEATTLE, WA 98168 FAX (206) 246 -8369 Mr. Gary Barnett City of Tukwila Project: Penske Truck Leasing April 7, 1999 Page 2 Forthe above reasons, it does not seem logical to require a traffic study for this limited improvement to the property. Please re- review this and let me know what you think. David Kehle DK/dk Encl.: Metro form cc: Joe Baretta Joe Ross © Penske Tukwila Dan BaImelli w/ letters from city JS :ad (doc289) City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 5, 1999 PROJECT NAME: Penske Trucking PERMIT NO.: D98 -0376 PLAN REVIEWER: y Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. Civil utility /site plan prepared by a licensed civil engineer is required for this development. Show existing utility lines (water, sewer, storm drainage and irrigation) and any utility lines that shall require relocation in order to accommodate new building addition. Washington State Department of Health approved detector double check valve assembly is required for the fire suppression line. Please specify size, manufacturer and model number on plan. 2. Specify earthwork quantities: amount of cubic yards of cut and cubic yards of fill associated with proposed construction. Cross reference any soils /geotech reports on plan (name of consulting firm, title and date of the report). 3. KC Metro Non - Residential Sewer Use Certification and KC Metro Business Declaration shall be submitted - forms attached. 4. Storm water design is required per King County Surface Water Design Manual and DOE technical manual. Riverbank cutback may be needed to compensate for impervious area of total site (detention). Site is considered high use site (petroleum products handling) - applicant shall follow KCSWDM for water quality. 5. Traffic analysis per Tukwila concurrency ordinance is required. Trip generation and distribution for AWDT, am /noon and pm peaks, truck movements shall be addressed. John W. Rants, Mayor Applicant shall contact Mr. Gary Barnett, Senior Engineer - Development, (206) 433 -0179 for required scope of traffic study and storm water design. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 DATE: PROJECT NAME: APPLICATION NO: PLAN REVIEWER: No further comments at this time. clt BUILDING DIVISION REVIEW Jan. 27, 1999 Penzske Trucking addition permit. application D98 -0376 Ken Nelsen, Plans Examiner (206) 431 -3670 Determination of correction requirements, please review the following comments. 1. The proposed addition has been provided with the appropriate one -hour occupancy separation from the existing H -4 service bays. However, the Lunch room, Restroom/Locker room, Parts room, and office number 10 exit through the Service Bay. The last paragraph of U.B.C. Section 1004.2.2 prevents egress through the H occupancy Service Bay. With the exception of office number 10, all other noted spaces must be provided with an alternate egress. City of Tukwila Department of Community Development Steve Lancaster; Director PLANNING DIVISION COMMENTS DATE: January 21, 1999 APPLICANT: Penske Truck Company RE: D98-0376, Remodel and Addition to Existing Building ADDRESS: 12840 48th Avenue South cAcarolkgeneralk1980376 Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Carol Lumb is the planner assigned to the file and can be reached at (206) 431-3661. 1. SEPA must be completed before the building permit can be processed. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Faro (206) 4313665 November 12, 1998 Mr. David Kehle David Kehle Architects 12720 Gateway Drive, Suite #116 Seattle, Washington 98168 Dear Mr. Kehle: Building Division: 1. Please submit a soils report. 2. Note sprinkler requirements. Planning Division.: C City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0376 Penske Truck Company 12840 48 Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 5, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division and the Planning Division must be met. Contact Ken Nelsen, Plans Examiner, at (206) 431 -3670 if you have questions regarding the following comments. Contact Michael Jenkins, Assistant Planner, at (206) 431 -3670 if you have any questions regarding the following comments. 1. Please see attached comments from Planning Division. John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Mr. David Kehle November 12,1998 Page 2 Sincerely, Kelcie J. Peterson Permit Coordinator Enclosures File: D98-0376 • The City requires that five (5) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit five (5) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your 'Convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431-3672. City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: November 10, 1998 FILE: D98 -0376 APPLICANT: Penske Truck Company ADDRESS: 12840 - 48th Ave S. If you have questions about the requested revisions, please contact Michael Jenkins at (206) 431 -3685. A SEPA checklist is required for all new construction in excess of 4,000 square feet. The checklist must be approved and a determination issued . prior to completion of building permit review. John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-366.5 March 8, 1999 David Kehle David Kehle Architect 12720 Gateway Dr, #116 Seattle, WA 98168 Dear Mr. Kehle: r City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D98 -0376 Penske Truck Company 12840 48 Av S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D98.0376 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 41313665 ACTIVITY NUMBER: D98 -0376 DATE 6- 16 -99 PROJECT NAME: PENSKE TRUCKING Original Plan Submittal X Response to Correction Letter # DEPARTMENTS: Building [Z] Public Works '1 Complete J' Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved WitkOU1 U XC 5199 p Ord PLAN REVIEW /ROUTING SLIP Fire Prevention ALLY--- 5 - 11-11 Structural l E DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Response to Incomplete, Letter Revision #_ After Permit Is Issued g Planning Division Permit Coordinator DUE DATE: 6 -17 -99 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 7 -15 -99 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions E Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D98-0376 DATE: 5 PROJECT NAME: PENSKE TRUCKING Original Plan Submittal Response; to Incomplete Letter X Response to Correction Letter # Revision #. After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete N" Not Applicable n Comments: C,bYreC4-f cm 2, agih cJ 5: z 1 Pexrn•i �- Qjyrd . c opy PLAN REVIEW /ROUTING SLIP 12] TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff I I (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: \PR- ROUTE,DOC 6/98 Fire Prevention Structural Planning Division Permit Coordinator DUE DATE: 5 -18 -99 DUE DATE: 6 -15 -99 Approved with Conditions Ti Not Approved (attach comments) C DUE DATE: Approved Ti Approved with Conditions Ti Not Approved (attach comments) Ti REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D98 -0376 PROJECT NAME: PENSKE TRUCKING SITE ADDRESS: 12840 40 AV S Original Plan Submittal DATE: 4 -13 -2000 Response to Incomplete Letter # Response to Correction Letter # XX Revision # 4 After Permit Is Issued DEPARTMENTS: Division Public Works • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: Y'RROLJII.U(X' Srri c PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP F r" Preventio Structural n Planning Division Permit Coordinator DUE DATE: 4- 18-2000 Incomplete n Not Applicable n No further Review Required n n DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5 -16 -2000 Approved n Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: DATE: t ft PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D98 -0376 DATE: 4 -7 -2000 PROJECT NAME: PENSKE TRUCK LEASING SITE ADDRESS: 12840 48 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After. Permit Is Issued DEPARTMENTS: Building Division P bli Wor Fire Prevention Structural n Planning Division DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4-11 -2000 Complete gi Incomplete ri Not Applicable Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required n APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: VIIKOUII.IXK WI Permit Coordinator No further Review Required DATE: DUE DATE 5-9 -2000 u Approved Approved with Conditions% Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE Approved U Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D98 -0376 PROJECT NAME: PENSKE TRUCKING SITE ADDRESS: 12840 48 ST S Original Plan Submittal Response to Correction Letter # DATE: 3 -15 -2000 Response to Incomplete Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: ICON B ilding Division • A � 3- 1� - ?-)d0 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route PERMIT COORD COP PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Structural Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions Ii REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 C.-PL Planning Division Xi 0f� N 3 nI Permit Coordinator DUE DATE:3- 16-2000 Not Applicable No further Review Required n DATE: DUE DATE 4 -13 -2000 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D98 -0376 DATE: 12 -22 -98 PROJECT NAME: PENSKE TRUCK COMPANY Original Plan Submittal Response to Correction Letter # Revision # After Permit Is Issued RX Response to Incomplete Letter DEPARTMENTS: B i1�1Fng Division 1-2:7-q ujolicWorks. Amtlpc0 4 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete E Comments: TUES/THURS ROUTING: APR- ROUTE.00C 6/98 PLAN RE� / ROUTI NG S IP I CORRECTION DETERMINATION: Approved ri Approved with Conditions Ej 0 Fire Prevention Plannin Division 1I datAid I Zt'-1q Structural 4". Permit Coordinator lir DUE DATE: 12 -24 -98 Not Applicable E Please Route Ei No further Review Required Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1 -21 -99 Approved Approved with Conditions El t Approved (attach comments)r� CAW 1 v ( Mined 34 REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE. DEPARTMENTS: Building Division Public Works TUES/THURS ROUTING: V'R.ROUTE.DOC 6/98 C � PLAN 1 ofi u ACTIVITY NUMBER: D98 -0376 DATE: 11 -5 -98 PROJECT NAME: PENSKE TRUCK COMPANY XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 11 - 10 - 98 Not Applicable D Incomplete ptny Complete D Co . ments: _ All • ' ) TESSMINEIMIE E' Please Route ❑ Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division No further Review Required Permit Coordinator REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 - 8 - 98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE:. Revision No. I Date Received Staff Initials Date Issued Staff Initials 0 • - q 0— ' A. f�r Summary of Revision: ; �e✓'re 5v bra i 'Q I • r iiL Received ;• _e _. ` / - , Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials Staff Initials 2 I 3- LS- 200o w t I — 2s - 00 I Summary of Revision: l ("\ Summary of Revision: 4 I sr -� 1 po r d ((f C ) - C . - nn 1r)o v d f i No S) 4)\e-k-e ""SOr‘r \I - P vkc. � nS U rPs Ck t Received By: Received By: a^ ,..- . 7 j V 61:50 Revision No. Date Received Staff Initials Date Issued Staff Initials 1 • I I I Summary of Revision: l ("\ 4 ,i(`, She, Sewer*. Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials 1 I I • I I Summary of Revision: Received By: PROJECT NAME: � '_ — Tr uCX.l r - 19 Site Address: I ,LI0 4O Av 5 J REVISION LOG Revision No. Summary of Revision: CV/I Date Received Staff Initials PERM' NO:. DiS8-037(D Original Issue Date: 7 -30 -ac Date Issued (please - brint) (please print) • 16.00 1 I U•l -i • CU OL4uq ( Curci • eceived By: IrrU alr.1 � 6r: cu.. ndef6Q (please print) Staff Initials i (please print) please prin Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 -107-o City of Tukwila Department of Community Development ❑ Response to Incomplete Letter # ❑ Response to Co ection Letter # X Revision # after Permit is Issued Project Name: 11.1 1t f. ikuclC Project Address: , I?i8 Contact Person: VAV1'b talq,e. Plan Check/Permit Number: bM% cyzwi �P John W. Rants, Mayor Steve Lancaster, Director Phone Number: Zara" 4 r Summary of Revision: 'j{l#ML 4[.Tlldl. MELD G6/41:01'110 UEL IDLAN (tab f.Svt)cef4) y erED $fir tratIELD LN LTog Sheet Number(s): SP- I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: V Entered in Sierra on 4� 1 3 •W 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 City of Tukwila, Department of Community Development Date: / - 7 - 00 Plan Check/Permit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # 1 after Permit is Issued Project Name: I ' S ke I r 1 C Project Address: /.2 2110 y ri Av.( Contact Person: B f : t-^ An ak SvA Summary of Revision: 'cko t.0 3 - S ra e on e1v. ()reu); Entered in Sierra on `"'1 - :J) P 98' - Q3 7 Co RECEIVED APR 0.7 2000 PUBLIC WORKS John W Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Leas trl s , " Tv kw, IA , WA q kl(o i' Phone Number: 71 Li OA- 7510 (C r h I ) q� � IWATCf 5 e fa eThP RECEIVED l ITY (�F TI IKWII A ■•r, ry ' ?! ' t fl Il C11 Z j G.....'" PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 3P) 06/29/99 MN) Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 c City of Tukwila „„„, 1 tee, Date: VI 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision #4 . after Permit is Issued Project Name: e tLC)LLI4C Project Address: 540 e et ,). Contact Person: el'itg REVISIO\ NO,� Entered in Sierra on �" ` -.10(30 Plan Check/Permit Number: V lb • 031& Sheet Number(s): ��hL'D�J /? /PAP ��7 i '*1 4� "Cloud" or highlight all areas of revision including da a of revision Received at the City of Tukwila Permit Center by: ! t ('. (44 482% John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Phone Number: itio • el S mmary of Revision: 11 G *Doi tuclswks two Mme. it o 2 • A-5 * Fewooc µb rime ()Rotes Lew tit h14 14444 rttLtrotu CITY OF TUKWILA MAR 1 5 2000 NtKMI I l•Eli 1 CK 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: 2-9 City of Tukwila Department of Community Development Steve Lancaster, Director 2.+t " 4.er'!: '2i �5 r Jerx...,a i,: liJpiwSitdsStltSWKi'<:. LI. J9LA74i [:iz.«...,.ik,.Gf Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. O Response to Incomplete Letter # O Response to Correction Letter # [j' 1:ir Revision # ( after Permit is Issued Project Name: PPJ')f)kL GPI 19 j � Project Address: / 8 � - 4b C t e i Ave, c-500,-th. Contact Person: I I L .j Phone Number: AO(0 -' g -kg q bc-Perred t — A *: der) ve1603 Summary of Revision: Sheet Number(s): RE VISION N0. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on C. (' O ' ‘"1 ' - 1 Plan Check/Permit Number: D99- o 3 7 c0 RECEIVED CITY OF TUKWILA S ry 2 q 1999 Phi WY AP AP SEp 3 0 1999 John W. Rants, Mayor 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431 - 3665 Date: (.o 1 q q ❑ Response to Incomplete Letter X Response to Correction Letter #Z ❑ Revision after Permit Issued Project Name: Project Address: Contact Person: P4w 1kk+ 12p45 45 Avis Summary of Revision: &) c!2O 6,e at -A lm/ J. GL Li /, GI /... . 4t Sheet Number(s) / 04 / "Cloud" or highlight all areas of revisions and date revisions. ❑ Entered in Sierra on 6-1 y 9 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: NS"' 002 Phone Number: RECEIVED CITY OF TUKWILA Submitted to City of Tukwila Permit Center JU 1 4 1999 PERmillEZEIVED JUN 2 2 1999 TUKWILA /4/99 PUBLIC WORKta DATE: Bldg. ea. 40a CONTACT PERSON: auo (5P3s emozu6i CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL 120 PLAN CHECK/PERMIT NUMBER: D q 8 - o PROJECT NAME AME: �n� r�Gkm Y1( PROJECT ADDRESS: I a v S REVISION SUMMARY: U mu- et- Serl+ -hero eusice aU9uubt4- - (cti2 vat) , 01ILl.etr2 for IQ& Q� Dl bfb Virvek2 IbLb'liol . 0►l SHEET NUMBER(S) `�J �� Cre }}0I "Cloud" or highlight all areas of revisions and date revisions. \ ��p `�. P * *�� oy`b 0- Planning SUBMITTED TO: IRol PHONE: VU ^ 4 , 1 'C1 (5 1 6 11 CITY USE ONLY Publlc.Works .. 3/19/96 c Dear Sir: C City of Tukwila Fire Department Fire Department Review Control #D98 -0376 (512) May 20, 1999 Re: Penske Trucking - 12840 48th Avenue South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • • • Page number 3 Yours truly, cc: TFD file ncd City of Tukwila Fire Department 5(7-- The Tukwila Fire Prevention Bureau John W Rants, Mayor Thomas P. Keefe, Fire Chief • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: PM 5754404 • Fax: (206) 575.4439 City of Tukwila Fire Department Fire Department Review Control #D98-0376 (512) November 9, 1998 Re: Penske Truck Company - 12840 48th Avenue South Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 575 4439 City of Tukwila Fire Department Page number 3 When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 5. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Thomas P. Keefe, Fire Chief 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.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 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) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1742) 6. Local U.L. central station supervision is required. (City Ordinance #1742) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (200) 575.4404 • Fax• (206) 575 4439 City of Tukwila Fire Department Page number 4 (City Ordinance #1742) 7. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 8. A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) 9. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. 10. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (UFC 8509.3) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 12. This review limited to speculative tenant space only John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Page number 5 - special fire permits may be necessary depending on detailed description of intended use. City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 ' • Fax (206) 57$4439 Kind of Fixture Fixture Units No, of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 1 ti Dental units or lavatory 1 1 -' Dishwasher 4 2 'r Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 (Q Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 t Sink, clinic, flushing 10 10 Sink, kitchen 4 2 1,' 4- Sink, other 4 2 Sink wash, circle spray 4 4 1 1► Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 `j Water closet tank 5 3 Water closet, flush valve 10 6 KING COUNTY (Please print or Owner's Name 05: VP l5 , , Q�1o,p1 . ;!p 414 Nks1f IEI¢ Nor nkr 0060 - Non- Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684-1740. Legal al Address: l ( last, Fir I9 ff Ip r. we Property ( Si / �_ l b+r v 7 '1'� i� Subdivision Name Lot # Subdiv. # Block # Property Street Address City, State, Zip 111 W i+p1 U • Cjgl (08 Owner's Phone Number (O ) or Property Contact Phone # ( City or Sewer District 11110/11/A Date of Connection Side Sewer Permit # Owner's Mailing Address: (if different from above) A. Fixture Units : 14j/ Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 1058 (Rev. 11196) 20 1,? RCE White — King County Date Yellow — Local Sewer Agency Property Tax ID # tC0. r1 •02r Building Name (if applicable) Party to be Billed (if different from owner) Party's Mailing Address: (if different from property address) B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) � Tyyp ]t e ' of Facility /Process: ] G Si Estimated Wastewater Discharge: Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 C. Total Residential Customer Equivalents: (add A & B) A B 1•S 14' RCE I certify that the information given that the capacity charge levied information and any deviation will corrected data for determination charge. epresentative Print Name of Owner/y1 Representative 1lf�JlpV Pink — Sewer Customer Gallons /day I. lP RCE is correct. I understand will be based on this require resubmission of oArevised capacity . . - -:" • I t „.. . • •4 . - - ,;;:z