Loading...
HomeMy WebLinkAboutPermit B94-0387 - ARTZ RESIDENCE - CARPORTCity of Tukwilit t (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B94 -0387 Type: B -BUILD Category: ASFR Address: 4402 S 164 ST Location: Parcel #: 537980 -0600 Zoning: R1.72 Type Const: Gas /Elec: Wetlands: Water: HIGHLINE Contractor License No.: TENANT OWNER CONTACT BUILDING PERMIT Status: ISSUED Issued: 01/06/1995 Expires: 07/05/1995 Suite: Type of Occupancy: PRIVATE GARAGE Scopes: N Sewer: SEPTIC ARTZ DANIEL R. 4402 S 164 ST, TUKWILA, WA 98188 ARTZ DANIEL R. & CAROL A. 4402 S 164 ST, TUKWILA, WA 98188 DANIEL R. ARTZ 4402 S 164 ST, TUKWILA, WA 98188 Phone: 206 241 -0971 Phone: 206 241 -0971 ******************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Permit Description: CONSTRUCT.20' X 30' CARPORT. Units: 001 Front: Buildings: 001 Left: Fire Protection: N/A SETBACKS . 0 Back: .0 . 0 Right: .0 UBC Edition: 1991 Valuation: 7,020.00 Total Permit Fee: 167.85 **** n********************* h**************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building perm t. Signature: II rr�� Print Name: q.A_Lt1__?___,l[ L- Date: ' (-- ' - 9s- Title: _ _OW1e1' 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWII.' Department of Community Development - Permit Center'` 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS e I uL{oQ 1( 01-1 `3-- INSTRUCTIONS TO STAFF ® Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. ® Plan corrections shall be completed and approved prior to sending to the next department. ® Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. SUITE NO. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT TE 'PROV.EI UIRENIENT MMENTS:. BUILDING - initial review 0 FIRE (l' «lu ROUTED CONSULTANT: Date Sent - Date Approved - t$-iti,PLANNING INIT: I 211i-1(C/1f FIRE PROTECTION: • Sprinklers • Detectors • N/A INSPECTOR: FIRE DEPT. LETTER DATED: IX PUBLIC WORKS 11 -10-94 0 OTHER INIT: 121 1LiPill ZONING: s '1710 (BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: N- 1 3c E- 7'- ' INIT: UTILITY PERMITS REQUIRED? INIT: PUBLIC WORKS LETTER DATED: r • i qy UtArnittP J ► I -10•• q (z42, No l)tlt113 Pfpli c ation ,BUILDING - final review /-5- 1Y4 BUILDING OFFICIAL INIT: ,2t TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes Q No UBC EDITION (year): INIT: REVIEW COMPLETED AMOUNT OWING: 105.00 CONTACTED "a an 1 RA BY: (init.) 13— DATE NOTIFIED 1 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION • BY: (init.) Pieka tce 01/08103 CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 pC4 L1..() BUILDIF PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE::`:> > ." BUILDING SURCHARGE OTHER: AMOUNT • RCPT :#E DATE TOTAL: SITE ADDRESS SUITE # 1-11-10 a s. /6144-k 5/4- VALUE OF CONSTRUCTION - $ 2 ..5D 0 PROJECT NAME/TENANT ,1 -r Z / , DA- A✓ I E L R. l CA--e Pole -T ) ASSESSOR ACCOUNT # Parcel 5-31 qPb - 06 oo - 0 9 (commercial) U Demolition (building) 0 Other TYPE OF 0 New Building «Addition -0 Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: Con s- 44rtkc-1- .QO' X 30 ' co..- Fe, r -I-- BUILDING USE (office, warehouse, etc.) 1i eV\ i cc. S-t-t, r a 3 e__ NATURE OF BUSINESS: re s ?c.L,eH ,,.e.. WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building L-I\IirNO, l,5ao Sc 5es * CIO() requirements may need to be met. Please explain: Area of Construction: c.P DD SQUARE FOOTAGE - Building: (00 o s�.�e-. Tenant Space: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? gi No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER AKi-Z ) DioIE` R. PHONE Yt_09-7 I ADDRESS Ltgo S. gekti S7,- Twle...w►1,■1 WA IZIP IPHGNE 9el88 ZIP CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP •1.HEREBY CERTIFY THAT I :HAVE: :READ ::AND;' :EXAMINED THIS APPLICATION AND •KNOW THE SAME :TO BE TRUE AND: CORRECT, :AND I: AM :AUTHORIZED TO` APPLY FOR THIS: PERMIT DATE // -- ?if BUILDING OWNER OR PRINT NAME AUTHORIZED b,40Irr L. �. ,4-R-r Z AGENT ADDRESS 1.1q -. 1(4,4t Ai St Tt.4 , SIGNATURE n� CONTACT PERSON —DA—N1 E - R. AeT z.. PHONE 2q(-oqi CITY/ZIP 77414vl w '8 P ON 4 t Sao -636,3 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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 obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED It-i5 -q�l DATE APPLICATION EXPIRES 5-15 a5 ,O/22/03 COMMERCIAL SUBMITTAL CHECKLIST ......... ........... .. comg,i4pcpsi:';.71*40Atir:RApiio‘iO4p Compoted WOO ,::0001(.40.44001.:,:(400::10(:6i*ii0000: site olah. . : • .::::.: ; • Architectural drawings', :• Structural drawings; • EIovatons : • :; CiVil'draWings •::::••••••••••••:;•.":::: Six (6) sets Of :Civil .. . .. . .• .• drawings •-• • .....•••••• • • • .• . • : • • •••• NOTE Sae 'utility. permit api)lida • ....... ..".• " • .. . • subintttal .requirentents."' • .• • • • • • •••• • ri ocinpietrid [_J Assessor Account flumber Two (2) sets ot plans; which Assessor Account Numbor wo•.• • . • ••••••••••••.„..•:......•...•.•. Sito plan • ,ES10009 and propoe parking Pngr".•91:us() [] Overall bullding plan • d rid. or S0 • • nan P • Floor plan of proposod e • :::::::::,';';';'::::•";::::::;:::;.iTenant'SPiiCii'Plaii.;Witii<iii.ii•Of:::iiiiaii4OC?n.110011.00::::,•:•:•...,. .:.: ,........ • ::•:. :•••• • ......,.. . :,:.:.'•':-..::::::;.....,:::::::::::::...'...:•.,:::::::Eicit:dadrti1,...eg:r.efie;itiiittefns::::::::::. :::::•::::::.:::::....NeW Walls:,::exiSting*iii,:fid w4ils.iii..bei'Cibirjo)igtio „.......... '. . ''' :'''..-.,...--',.' -::::.•:::::::..: . ..: . •••••:::••:',.::::::::::•:••••••:::•:•'•::,....•••:.......,-,::•:•:::::::-.•::.::::::::::,'''':::•::"•,..:::'..•:,....•,.:::•:::::::::i•::-:.•:::::?:',-,. • •••.: ..-.....• ••• . •• -..,.- •• ••.,..• •::•:.:•••••••-•.-.... ..::. ponsq.uotion-,:d.o;a1.1:•-•:•••..•,:•::::.:',::::::. . .............. - ... ...,...,......... . .. • ..•....• • •••••••,• •• ...•..• ..... •• .•.•.• .•.• • ..........•.••••••:•••:.....„. . • .. •••••• • • • • ..•• •• •.•• ••••••••.• • . . ••,..• • . ... ........„....., ., „ ••.• . •.•• ....• ••••• ••••. -777. . •••••• •••••••• ... • • • , • . , • •. • ... • .......- .. . - ' ..... - '....- . . ....... - -.. .. . . ......... . Cross sactions .. showing wail construCtion.:and:1fiiethOd: or for:flOcii."andr,CIfip:g.i:!'....•;umi....::„;::::::....,...„.......;:i.:.:;:.;;;::„..;„.:.i..........:,..,......,. ,:?..?... :......,: .:Sti 0'....Cit:i. tal:CalCulatiOni':.staMpd fii:ii'VVaihliigiOn:Staiii'lidensed...:„...„ :::engineer mali.he.reqUired NOTE f:.:' 1 tarty :Uri lity.: work : lt:to:' be :don 13;: SUbinit:'separate.:udlity:peimit.:.,:::V:;:;:]. :;..apPlidetiti.hsind.plae4...';::::::::::::::.:::::•:,:i,.:...]:::::,;:::::::..:.'::::::::::•;:,.•::;•::.:.,::::::.:;:::.,:;:•.;:;•g;...:::.,::::::4..;;.•;.:: ................................................................. REROOF . . . • . .. . . . fl] ::•Coiffpletedbuitcng :perMit,applicatiOn"..„(Oae fOrpaCh:,Str'UCtUre): LiAssossor Account Numbor NOTE A cortificat,on Jotter is requ,red prior to final fnspection and sign ... . •• • . . . • . :•••••••Oftof • ••• . • : • •. :".: • • ANTENNA/SATELLITE:DISHES,;:......:„. Building floor plan showing Completed building permit application • Entire Space where racks Will be located:: •:, • • ; .: • Exit doors • "' . . " • " ; ; '": Assessor Account Number " • Dimensions of all aisles :: : • • . • : ....,:: ; .: • . • • : : • • ..• Li Tanant space floor plan shawingl rack Storage •layout,.•.aiSloS;:and. • • ••• • •••• • . NOTE: include dimensions of racks (height, width and and oxit ways on plan, • . Structural calculations stamped'hy a Washington State licensed onginoor (rack storage 8' and over). • • '••• RESIDENTIAL Two (2) sets 01 plans which include : • • . • -.• ".•: • ... • . • .. ... . , ••'... ........ L]:.Sitp..P1an (showing .building ,arid location of antenna./satelltte4ish):::::,,..:.:: • • De0116...tintonhaistp111tci,511h and mathod 01 attaohment . . .:PtructUral'calculationitani00.:byii:VVashingtorilStaiii. engineer may bo requlrod NEW SINGLE-FAMILY DWELLINGS/ADDITIONS RESIDENTIAL REMODELS Corapleted:OUllding perMit:EiP01.1CatiOri (ono for each btructure) I I :: • • Account Two (2) sets of working cliaivIng4;:WhiCh Inolude bite plan Foudatton pi an , Floor pion Roof pien 'Structural framing plans ................................................... ....................................................................................................................................... ........... .. turf Narrative • • deinscijo n1 . . .... . reP 9 . . .. . . . . I all o( tho permlt • . STORM DRAINAGE Permit No: PW94-0172 Issued: 12/14/1994 Status: ISSUED Approval Letter: 12/14/1994 Project: ARIZ-SFR CARPORT ' Expires: 06/12/1995 Site Address: 4402 S 164 ST Loation: DRAINAGE SYSTEM FROM CRPT TO PERK PIT IN FRONT OF THE HOUSE Parcel #: Watercourse: Wetlands: Slopes: N Sewer: SEPTIC Water: HIGHLINE Contractor License No.: OWNER . . DANIEL ARIZ •."-- F',-Z,''" - 'i.'`;.,.-. . Phone: -- h on k, e *' (206)241-0971 4402 S 164 TH TR EE -1( WIL A , WA 7 81BZ 444*****k***4**44**A.***ki*,-, d*4t4A**kkb44404444*A14 ****440444-1/4**4 Add i tiona 1 Per mi t Desc:r15t ion . . .; ,. DRAINAGE SYSTEM4E0R-"NEWiCARPbRT N — Existing Square 17e0,:i 4 Vfrfl°4 ''''' ,i, \ ''.id ,i tl orta 111.4.qu a Ke‘,,,F., e t ,--,, .., New Square .17,11e1! : .\k.1, 'II l's'. 0 '1:, ':.° , ,J. ,,,.. .,,, I''' ,,,Ofi‘k, , , \ \,st l'NkA P1 ,:,■,, • '' A , n; '',, • i ' -T1 •,-, 4, 01-4,,,' ?"./7 '',,z, .4:` 11, Inspect i oni:(.Foee : 4' 'N. 15.00-:, \i ,; ..,,5, A. t:::,,, No 4414:342.400 ,,,,. ,,,,,, .,, , ! 10 00 j Plan CheciFee: , 0 P'1 • g, k ,,,''i It' ., i 'Acct . No : 000A45.830 "f*' ' 1/44; •!1; TOTAll'i.,FEES t, .„.4 5 . 00 •,— ...„.1.-,x' ..\\,.,:';!\;\ 1 frO i, ,fr 0 0. ,nt, e.',, 'I'• ' ..,!'...,‘ 'I". 0‘ ,....,. ... ,. ' King CountylVOluatit*: r;1 -.......„-U 1t., e o 1 C o n s t r u o..'i i o ty.:' .0, ''j ,,, \ 2,500.00 * .4 loik'' * * :PK*** * iF -4 44 4 Ifik,*")i'*. V * .4 ' , I #4•1 i * ,4 4 ejil k 'll kk-4.,-4 A 4 4 4 k A * '4 * * 4 4.,,.,4 A 4 41k A * 4 44 4 * * 4 4' I .) 1 he r eby o p t t h i s fO e rAta rd 0 e e tqao 1 d e ) a J1yp p 11 le e. the C i t y of T4 „q1 1 a M up 1' p'ZiLl.„Co Zi'e,., \ Vie a gi'. 6 e ' rt.'f-ra ri.,'V't h ev .'f.: i t y of 'Rik 61 *la?' s fiat b e h e 1 d ha r m 11 .:;+ famila 11, Or q6' ciirci4i0 .''.'‘.,,' r i s i..n,g'Ials...--a)7.6:s u 1 t of t,f) i S'''''.i.i r o ,) ei".i"ti. Per m i ts w li (sip 11Nr61 1 'Os c'1-" bey6nf - the' e xp Cr'a tAiorf- date s hi 11 r.equritr e . a t(ill re-app 1 i ca A r e i i , / t ti4pli r al t : , t l o p 4 ) t h i t vo a t „a a d 1 t i o n a 1 f e e . .11 A „. . ,. ,— . __,),-.•' ----”" e) Allv b■ THE APPLICAm ". MI5' NOTIFY THE CITY INSPE*010Z_SOMME:NCEMc:NTAqk COT ETION OF WORK AT \r EASTi . HOURS IN ADVANCE . Cr 6. c-rif fiu es.1,`, 1 N ?if, E cpoN' c • /4; I 433-0179. '' '' '0,,J 0 ""o 1 4,- ".• '",. 1 -N, eat - von lc * 4 * * lc * * * 4 * 7 +4 * 41 AYIIiNet le 44 % *1.040p4 * kc:s4et.4 .4 * 4 4 .4 4 .4 * k k k * 4 4, A 4 4 .4 Vtdt4 k * vkIlf,* * * A *13-174-14 4 * * 4 k * * -1. It * k Siqnature: - . . t.....1. r:j 1-1/ :4 , 6: .."'// ' ,.0g i i \ I ' e 1 17, ) o N. 0 , d ? /9 APPROVED FO 1131:J11'0,10E - 1JS ,; ilv Issued By: Date Au t r i t C n te 5 lig rtUr ****4****4**** ******'“1,04**** k***“4*„*40,42,4******14,k**4****4k4*******k*k4 1 heeby cer t ify that th o 1 d'et wh r o s e n amt120,-.1ali dress appears on t hi s record has sat isfact or il3kiii:eith,:e7-s-t t ions f or the project approved herein. Final Inspection Approved: Inspector Signature Date City of Tukwila Central Pe , '. L... n — Engineering Division ElrfirL �gr Blvd., Suite #100, Tukwila, WA 98188 j Q 1-J- Q 72 Phone: (206) 433 -0179 NOV 1 0 1994 UTILITY PERMIT APPLICATION TU {<W I LA 'Application # p PROJECT': Site Address: 1-11/10 5 . 1 44 :INF ORMATION Name of Project: A O' , 30 C.A r „o r Street Address: O a s Engineer: Street Address: Contractor: I (04 City /State/Zip: T Phone No.: City /State/Zip: Street Address: Phone No.: City / State/Zip: King Cty Assessor tAccci : 0 3 71 $0— O6o6- 0'Contractors License #: PERMITTS °'::<: ❑ Channelization /Striping /Signing REQUESTED ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer — No.: 4 WATER :METER: r;EPOSITl', REFUND /BILLING Street Address: Name: :'.SEF VICE BILLINGS .TO::. :> ' Street Address: Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Public C_Storm_DFain_age) ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exernpt: — No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent — No : — Sizes ❑ Water Meter/ Temporary:— No.: __. Sizes' Estimated quantity: Schedule: ❑ Other: Name: ❑ Water ❑ Sewer Phone No.: City /State/Zip: Phone No.: City /State /Zip: El Metro DESCRIPTION'OF.:PROJECT ❑ Standby Single- Family Residential Ceor ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Commercial /Industrial ❑ Office ❑ Duplex ❑ Triplex ❑ Apartments ❑ Condominiums ark ❑ Other: ❑ Warehouse ❑ Church ❑ Retail ❑ Manufacturing MISCELLANEOUS :INFORMATION:::': New Building CCor ?or.& ❑ Remodel/ Square , Footage: 00 ❑ School /College /University ❑ Hospital ❑ Other: Square footage of original building space: Square footage of additional building space: King County Assessor's valuation of existing structures: $ 63 I DD Valuation of work to be done: $ Q.57)05—'` • 1 HEREB.r CERTIFYTHAT: :1 HAVE:`READ THIS APPLICATION AND.: KNOW :THE:S: ME:.TD B# �THUE AND::UUHH4C;f Applicant /Authorized f Agent Signature: • Contact Person (Print name): �ait; e_J R. 4-(4-z... Address: L/40). s. /(P`/..4 C÷, \&& Date Application Expires: - ■ _ tjI -OQ 1 Print Name: /0.r\.i e_1 R. 4 r+ 7,...._ Date: 1/— 0— °!14 Phone: aLi I -OBI Date Application Accepted: `O— q u 04/22/92 A.4kA*A•k*A** * * /,•kAh **.A**Ak..1•k ***A4*•kA* k*•k * . *h•k4•4A•:l/r:1*4r*k****:. *** CITY OF TUKW]:LA, WA TRANSMIT *h* k *•k* ******'4**A4 **4A**\*** *A**4 4 ****A *A *4A*A•k **k*A*A*k * * *A+r•k TRANSMIT Number: 94001695 Amount: 103.50 01/06/95 16:42 Permit No: O94µ0387 Type: 0-BUILD BUILDING PERMIT Parcel No: 537980 -•0600 01/09/95 Site Address: 4402 $ 164 ST Payment Method: CHECK Notation: DANIEL ARTZ ]:nit: SLB **' 4A** k*4**• A***'4* 4•• k*** 4. 4* A* A**** *kA**A*** ****•4 **•4•A*4* *kk*•k* **1141,* Account Code 000/;322.100 000/386.904 Description BUILDING • RES • STATE BUILDING SURCHARGE Total (This Payment): Total Fees: 167.85 Total... Ali Payments: 167.85 BE'1snce: .00 Paid 99.00 4.50 103.50. GENERA 99.00 GENERA 4.50 TOTAL 103.50 CHECK 103.50 CHANGE 0.00 8860A000 15:58 * * r. F• Ah• A*• A****** A* Ak•Ak *kA * *•A• ***•kk*k **A *k *• *•A k* * *k.4.ItFh* **h*kk•A **kk CITY OF TUKW):LA, WA TRANSMIT *k**h, **/r*** ***Ak<t• ****•.*•k** ****•k*******• 4. **k*** **•A*** **'l, +4N TRANSMIT Number: 94001620 Amount: 25.00 i.2/14/ )2 Permit No: PW94- »0172 Type: PW -SD STORM ORAINAi,F:`/1 7 Parcel Na: 5:37880 -0600 Site Address :. 4402 S 164 ST Location: DRAINAGE SYSTEM FROM CRPT TO PERK PIT IN FRONT Payment Method: CHECK Notation: DANIEL ARTZ Init: SAO *• * ** * * * **• ** A***•*4* 4***•*** o1*4** c* •4 *•4 * **4F** *tk4** * ** * * * * * ** * *A k* Account Code OOO/345.090 412/54:..400 Description Paid PLAN CHECK UTILITY INSP FEE .. STORM ORfUN Total (This, Payment): Total. Ferye: Total All Payments: Balance: 25.00 25,00 .00 10.00 15.00 25.00 GENERA TOTAL CHECK CHANGE 8161A000 25.00 25.00 25.00 0.00 16:00 *++*a+*A**++***+++*+A+*A****+a+***+**++**+++A+4***A++A*+A+**A4^* CITY OF TUKNILA, WA ' TRANSMIT **+*+**++A*+h++^**A**+»+ha*^+++**+**A^+*A**+***4t****A+A****+**N* TRANSMIT Number: 94001507 Amount: 64.35 11/15/ 4 Permit Nov 094-0387 Type: 8-UU%LD BUILDJNQ PERMIT -' Parcel No: 537980-0600 Site Address: 4402 8 164 8T Payment Method: CHECK Notation: DANIEL R. AR[Z %nit: SLD *6+44*A***+***a++*k*Aa**x**k*A*+**»*+A*ka***A.4*+*+*«******+**++* Account Code 000/345.830 mv/� ���--_-_-._-------_-~.--'----.---~-~-��~-~.--_---__----~--�-._�-- Description Paid PLAN CHECK ~ RES TotHl (This Payment): Total Fees: Total All payments: Balance: 167"W5 64.35 103.30 64"35 64,35 GENERA TOTAL CHECK CHANGE 7421A000 64.35 64.35 64.35 U"00 15:37 (� INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERIC __.(206) 431 -3670 Project: / ° /LT 2..- Type of Inspectio ! r--1 N A L--• } Address: f %10 L J /6 V Date Called: o =_ Special Instructions: Date Wanted: ' ' `?'-5- am. 1: Requester: DA Phone No,: G,4 ,G ale 3 Approved per applicable codes. COMMENTS: ' c�.t' „i r. 0 Corrections required prior to approval. 0 .00 REINSPECTIO f�" E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: SPECTION NO. INSPECTION RECORD' 0 Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , ly (206) 431 -3670 Project: v (Ir. %y � (i,;(:,7_41 i_20,77/_._ Type of Inspection:. )441. Address: / % ,-' / Date Called: , ` Special Instructions: Date Want �.. / C�! Requester: / xGL� % PhoneNo,: ij'/1U (..9:56_J> Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' Inspecto bate: S�" ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter 9Ivd., Suite 100. CaII to schedule reinspection. P 1 INSPECTION RECORD' L Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 my O/3fs PERMIT N0. eciq - '0Ds ) (206) 431 -3670 roe :7P�% ype o nspection: ,/�� Address :Li/Qa 5 /6 y Date Called: 1�•/30/95 F Special Instructions: Date Wanted : / //30/95 ano7 Requester: j2 /7 yz. N Phone cm ,, �j Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (),12" (Aktfit. tkkgs spector: tiql) ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule roinspection. a. 1 SPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 INSPECTI©NRECORDI (� Retain a copy with permit PERMIT •V (206) 431 -3670 ro ect: ype o nspectgn::: - o(= reFg1t0 _. 1 I:te a e.: / aD I Special nstructlons: . B ) 1J ; l i { ' l., /1 1...; c. , - 1 C . X , i ' 1 1 - 1 OC'I ci Date 'anted: r`irl AC? -144 ni 14..N.a r-,,∎..) I.r. APCM)v::"D>. Requester: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 1 D,r' J Aa-49 S'.i 7 /1 c IL -7-d Tick :i- C ,sN€ - o(= —1,AL Pi-757 13 APt'tu,,l.. 6 7`d r t. r-- N4c I—, $,A7 , (,4 t-t I . c 11 7 S 71A i ASS' us- rr ■F,) e (L P c?? , [ , r.4, . v o u L. ,p l..A A .s 14 Q W S % ' C, " (l- c3-■4 , %L../1-,'----Y, . . B ) 1J ; l i { ' l., /1 1...; c. , - 1 C . X , i ' 1 1 - 1 OC'I ci ‘j. r.1T l-- r`irl AC? -144 ni 14..N.a r-,,∎..) I.r. APCM)v::"D>. Inspector: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Address: 4402 S 164 ST Suite: Tenant: ARTZ DANIEL R. Type: 8-BUILD Parcel #: 537980-0600 **4**41***********k***** Permit Conditions: CITY OF TUKWILA Permit No Status Applied Issued ********************************* B94-0387 ISSUED : 11/15/1994 : 01/06/1995 ******************* 1 . WEST SIDE YARD SETBACK.,$1.1,94.W;ii,',A.--/' .MTKMvm,-,-,.OF 7 6" FROM THE PROPERTY LINE TO 2. No changes wi 11 41e;c441e-- to ,p1ans un 1 es pp.rov.ed by the • Arch i feet or Eyy,.gfrjet r 17.0 kwI,Vra, Building -Division. 3. All permits , 'nspection recods, and apptoved plans shall be a va i 1 ab 1 e at,the joitj/slt'e. prior to the stajqt,ti'fany stAh',.!7c, structionii, e • do bum'ents' are to maintained n d avai i - able unt iT/f pect a ppro4a 1 1 s granted., i/ „ , 4. Al 1 construct -i-ap to - done In NCQ , fcrmance wi4t.h 00: v p d plans andr r equ t'ements of tle) Un'i tot:M Bul 1dlngCode (191 Editi 40/ a amended , UnlfniMechanfca1 Code (199,1 1,Vro n and #pitiictron State E.Wrgy Code (1994 Edition). • 5. Val idity );:rt;Terrffi t issuance of permit or a pprcV4.1.!flofA,A. 'p 1 spec iy ea t ons i'•'`--and_cdifi'putattOns shall not be:, Ci5 n;;;Y". \AT stry'Ad to be aec:"perm;),t.-zs,fora 01 an a pp.r.oV9i1 Ofr, any viol at1bn of &ny of the ,Proy0 Ons,i of, ithe,,bundjng code or of any other ordlnance o1 the jurisdlction.. permit presumlng to 91 Ves,Va ultho0 tY to j1n1.P.p o6"Cca nc&A .t114..... pr.-OVA ions of° thls • c od'e's hal 'V.:',b e •,val..iti. / - ''''''''':' ' s:‘. •:.''' \ S , ,-'''' "' IvA' ,,,...0, - ,,,= , .-..,--'y''‘ / ''' :.'i.-,.....,;....•',.., \-, ."•,„.;•-•''' • '' ,4 -.4.,, .4-,,....„..,, 4. / i.• ., I ..,:•„,., / ,.,) . ',..... ' -71..,.,■•C ,., ,.." .4. \ ''.'', ' v.:„,' Q., ' i' ,1 , 1 • ., ,. : ..• --- - — ,.....A , ','..4..A k .-- „.-..i.. . .vi,c.. 4 5 „, 5 % `* }1 '.5 '. „P ' 1 f..., N, 3 . I. \l'ir) r ' • 'it ,',t ;1 In l t ' ; • ,1 • -Cr 6 : ,1 • '',1. .5 :‘ : : 'i 1.161;' '' ,.r.,,-.1.0,,.. l '7:: ''lli rtil • I 1 _under that-- the ec' chap rcvw' subject to errors and minions and apprcvci f plans does not & Athud the vlokittonl of any adopted cods or 4:411016 NOW tit contractor's copy of approved pialla BY Date ./ e5S6 • CITY OF TUKWIIA APPROVED JAN.3 , 1995 OTEU� l3U NG DIVISION, c\" RECEIVED crrt OF TUKwiuA 15 1894. PERMIT; CENTER �M�►:IFt Gc c M. = • LrAIN30 AON VIIMM1 AO AllO '1` 0]A130 4, crb \LP-1-04t41-- -4, r . 5 c.) . 1.4 aglow sv 17661 £ NVf 03A08ddli dO ADO 0 4: kti qJ — /Kra. •940. s. 141444 St 1' P , JArL ) LSIJILD; „ T, Io 1 ELEV,#T)oW FRo N11- VlEvi = ;RCEVD OW OP TUKWILA NOV 1 5 1994 PERMIT OENTER • . tioa 5. 1‘1444i 1 R0 AIL /11.../11. /1■.../L Amm Atm. 0 CITY OF TUKWILA APPROVED JAN 3 , 1995 AS NOTED BUILDING pivisioN EL Pri Vi'/ *q-> RECEIVED en OF TUKWILA •4/ NOV 1 5 1994 PERMIT annirl Z T 1 oNIa1Ife (1310N SV Q3A0NddV d1IMM1.30 A113 1- 2 h .---N �' l- ''k y J J al CO d. S 0- 4. 0 * 1- V 0' 0 i 0 c :2, * - L PP _4••..._ • - r ^ - -r -/ • r • 1 1 r 4.. CITY OF TUK -- APPROVE ,4\N 3 , 1.95 AS NOTED; • BUILDING DIVISION _-i- , 1 I ILA T T- T 1 . 1 • 1 1 1 t 1 1 1" '1.1 •1 RECEIVED CITY OF TUKWILA NOV 15 1994 PERMIT CENTER Title: Artz Carport 4402 S. 164th St. Tukwila, WA 98188 Construction shall be of the following material equivalents or better. Posts: 4 "x4" 120 wall galvanized Purlins: 10 "X31/4" C 12 gauge galvanized 296Ibs /lin ft @ 20' span, deflection 1.29" source: BHP Steel Building Products USA Inc. (Tacoma 1- 800 - 733 -4955) Fasteners: Purlin to Post 1/4 -14 T/3 Tek fastener Roofing to Purlin 1/4 -14 T/3 Tek fastener Trim to Roofing #10 - 24 T/3 Tek fastener source: Buildex fastener info sheet (see attached) Roofing: 26 gauge V pattern sources: BHP Steel Building Products USA Inc. (see attached) Metal Sales Kent, WA 206 - 872 -5750 (see attached) Design developed from similarly engineered construction in this area. G!� j CITY OF TUI(WIIA APPROVED JAN 3 1995 AS I'I IEU BUILDING DIVISION RECEIVED CITY OF. TUKWILA NOV 15 1994 PERMIT CENTER MINI -V -BEAM MINI- V- BEAM' Mini -V -Beam Allowable Spans (ft -in) Gauge Span Loads (Ibs /ft) 5 -0 Condition 10 20 25 30 40 50 SS f 12-1 8-8 7-1 7 -2 6 -2 5 -7 12 10 U180 7 -7 6 -0 5 -7 5.3 4-9 4 -5 29 DS f 12 -0 8 -7 7 -9 7-1 6 -2 5-6 31 24 U180 9 -14 8 -0 7 -5 7.0 6 -2 5-6 61 TS f 13 -5 9-8 8-8 7 -11 6 -10 6-2 TS f 1)180 13 -5 9-8 8 -8 7 -11 6-10 6-2 13 SS f 14-6 10-6 9 -5 8-7 7-6 6-8 8 . 1)180 8-6 6-9 6-3 5 -11 5-4 4 -11 26 DS f 14 -3 10 -3 9-3 8-5 7-4 6 -7 29 18 1/180 11.5 9-1 8 -5 7-11 7-2 6-7 f TS f 15-11 11 -6 10-4 9-5 8-3 7-4 11180 15-11 11.6 10-4 9-5 8-3 7-4 11 SS f 14 -11 10 -10 9 -9 8-11 7-9 6-11 33 27 1)180 9 -6 7 -6 7-0 6-7 5 -11 5-6 24 DS f 14-5 10-6 9 -5 8-8 7-6 6-9 99 68 1/180 12 -9 10-1 9-4 8-8 7-6 6-5 TS f 16 -1 11 -9 10-6 9.8 8-5 7-6 5 24 1/180 16 -1 11 -9 10-6 9-8 8 -5 7.6 Notes: Mini -V -Beam Allowable Load (lbs/ft2) Gauge Span Condition Spans (ft -in) 5 -0 6 -0 7 -0 8 -0 9 -10 10 -0 11 -0 12 -0 SS f 63 43 32 24 19 15 12 10 U180 35 20 13 9 6 4 3 3 29 DS f 61 42 31 24 18 15 12 10 U180 61 42 31 21 14 11 8 6 TS f 77 53 39 30 23 19 15 13 U180 66 38 24 16 11 8 6 5 SS f 92 63 46 35 28 22 18 15 1)180 50 29 18 12 9 • 6 5 4 26 DS f 88 61 45 34 27 21 17 15 1/180 88 61 44 29 21 15 11 9 TS f 111 77 56 43 33 27 22 18 1/180 94 55 34 23 16 12 9 7 SS f 99 68 50 38 30 24 19 16 U180 69 40 25 17 12 9 6 5 24 DS f 93 64 47 35 28 22 18 15 U180 93 64 47 35 28 21 16 12 TS f 116 80 59 45 35 28 23 19 U180 116 75 47 32 22 16 12 9 Cl Steel conforms to ASTM A446 Grade E, Galvanized, or A792 Grade 80, Zincaiume 4 (80,000 psi minimum yield) for gauges 26 and 29; ASTM A446, Grade C, Galvanized, or Grade 40, Zincalumen (43,500 psi minimum yield) for 24 gauge. ❑ For wind loading, multiply allowable load values by 1.33 or allowable span values by 1.15. ❑ Values have been determined in accordance with the American Iron and Steel Institute (AISI) Specification for the Design of Cold- Formed Steel Structural Members (1986 edition). Loading Table Legend f -Load limited by flexural bending stress L -Span (Inches) Uxxx -Load limited by deflection SS- Single span DS- Double span TS- Triple span or More 1 L Support TYP 1 1 L L • BHP CITY OF OF NOV 1 5 1994 PERMIT CENTER BHP Steel Building Products Zincalumet is a registered trademark of BHP Steel (JIA) Pty Ltd USA Inc. BHP Steel Building I'roducts USA Inc. June 1994 Printed in USA Revision 2.5M (PS167) .lea manufacturing corporation • .:; +1 "4 1 SPECIFICATIONS 1. Scope of Work Furnish all labor, materials, and equipment required to complete installa- tion of Metal Sales Manufacturing Corporation's V•Line 32 steel skiing and /or roofing panels in compliance with architectural drawings and spec- ifications. Products to be considered equal to those specified herein shall have the written approval of the architect prior to project bid date. 2. Product Description A. V•Line 32 roof, wall, or fascia panel shall have deep box configuration with 11" high ribs located 4 %lie" on centers. Rib shall taper in width from ls/te" 10 3 13116" wide at the base. Net coverage after lapping shall be 32 ". 3. Materials and Coatings A. Unpainted materials shall be 22, 24, or 26 gauge steel. Materials shall conform to ASTM A•792, Grade E (80,000 psi minimum yield) Galva• lumem coating. B. Painted materials shall be 22, 24, or 26 gauge steel. Materials shall conform to ASTM A•446, Grade E (80,000 psi minimum yield) G•90 Galvanized coating. C. Standard paint system shall be a siliconized polyester meeting the fol• lowing specifications. 1. The primer paint coat must be pigmented with corrosion Inhibiting pigments. It shall have a dry film thickness of a 20 mils (.00020 Inches) on both sides of the sheet. 2. The side wall and roofing (exterior) finish coats shall have a dry film thickness of 0.8 mils #.1(.0008 Inches) over the primer #12 -14 x 11/4" Self Drilling 32" 3. The backer (interior) finish coat shall have`9 dry Sim thickness of 0.40 mils ± .1 (.0004 inches) over the primer. 4. Colors shall be manufacturers standard. Special colors upon inquiry. 5. Exterior finish shall have a 20 year written warranty. 4. Fasteners A. Applications for fastening into 12 ga. or less steel structure with upto 6" blanket insulation use N12 x 11/4" self drilling tek screw 8. Applications for fastening into wood structure with upto 6" blanket insulation use #9 x 11/2" Woodscrews. C. #1/4.14 x 3/4" sidelap fasteners recommended on 18" centers for . roof slopes less than 3/12 pitch. S. Sealants and Sealant Thee A. As recommended by panel manufacturer. 6. Funned Closures A. Material: Closed cell, laminated, semi-rigid, cross - linked, polyethylene foam. B. Size and shape shall match panel configuration. 7. Sim Items shall be per manufacturers standards. 6. shop Drawings A. Contractor shall prepare and submit erection drawing showing complete panel layouts and all details for architects approval prior to beginning fabrication. 49Ite "-�I itV4 • 14 x 3/4" Sell Drilling RECEIVED CITY OF TUKWILA NOV 15 1994 FASTENING DETAIL ALLOINASLE UNIFORM LOAD$ FOR 3 011 MORE SPANS M PRP SAME 32 PHYSICAL PROPERTIES S A LIVE LOAD MU) LIVE LDAO (DEtUEC110N) IMO= must ''THICKNESS la WEIGHT PSE YIELD YTIENOTH Tp et CeltraE6Elea r1/1111°Ilena t1 M ■ ONIMI MO t MI." 3' 4' 5' 6' 7' 6' 3' 4' 5' 6' 7' 6' 3' 4' 5' 6' 7' 6' to ire/11 _. NMI F6 kmi 16 Wit _6 WA% Fe Hal 29 180 106 70 50 37 ' 26 160 106 70 '41 '30 '20 239 143 '93 '66 '49 •37 29 0.0160 0.86 60 1 00672 0.0737 36.0 00671 0.0756 360 26 368 207 132 90 66 50 368 174 87 51 32 21 480 275 175 119 87 66 26 0.0l% 1.1 80 0.067 0.000 36 0 0A67 0.060 36 0 '24 563 316 202 136 100 76 563 243 121 70 44 29 748 420 268 180 133 101 '24 00257 1.4 80 + 0.002 0.124 38.0 0.062 0.124 360 '22 725 408 261 179 132 101 725 306 153 86 58 37 961 542 347 236 175 134 '22 0.0018 1.8 80 0.116 0.167 36.0 0.116 0.167 360 Nolo: _ (11 Loads n1t6b a loads n on bum over dew awl spot To obtain allowable bads lo, i Move, (2) Wad bads are based on 0111 stress one lewd grata than la hie beds `3 Deflection bads based on amongde0ecbon of span, 1., dmdtd by 160 (4) Wools nil pared must be deducted from values :lawn la tool loading to obtain net aso able bad. ' • (5) Mein Wines: based on minimum ASTM spealbabon s br Moab. bad calnlabort. inquire ern availability. CJCY,11• II) Loads n tables based on ceismuo s beam over threw 'mai spot. To obtain Mo«ade bads for a Mb span beam mule* bads in table by 0.10 (1 21 WYd bads an based co urn stress one• Terd Orator Man la aye bads. (4) W pant ribs be deducted from vaOreses shoat lor1 fool loading to obtain net abbots: bad. ', S) MhW Oacbra based on Mann ASTM speorcasons for a2avable bed eatadsbotts. Sigma en avalabgy. V•Line 32 is UL 90 Approved by Underwriters Laboratories Inc o as shown by Construction No. 187 (See Building Materials Directory 76G1) m o tir) AllCD CD y a)C Q. � V CO CL co o cb cti O ro A C 2 a)- co Z15142 m C co O w a a �- C cz TB, cal?) N C .0 / c .0 1.5 O`C W 1 — 1= .e ms 75 wo X O CD C • nil _8g 8§8 PIN r Ug is 2 SS 8 53 2 III tiP,E141—; a. ,bad ^ ^`zt iM1 O O • e . N H 7;§ § om, $ N MR v a N N n -n O, .nm § 0, N $ N N .P) ^ r {O N ,O 2 N V . A' M1 imp § O f: D eFL' A MR fNV N N N N n N N ,'f N N � N N 0p0p N pppp N N N N py 1'7 N h E247* N ri .• N m m .• N m` w- N m m T Ei N ,7 A ( N d Z. Z- ►- r r .- ► ;7: r r O a - r„..,-„.., @ tm RFAV)RUggR - N� KTRWAX,-,'SSV 7;§ § om, $ N MR v a n -n O, .nm - ,�1 ,L A N .P) ^ r {O m EE N O- V . A' § O f: D MR fNV N n N N N n N N ,'f N N � N N 0p0p N pppp N N N N py 1'7 N h E247* N ri .• N m m .• N m` w- N m m T . e z : ( N sr 1 0 a 3 ti { See pgs. 2 eft 3 for General NOies. ASC PACIFIC CEE- SECTIONS l TECaviC /.L. 5t;i 1.806... Vii,,')/1 Al .OwA8LE UNIFORMLY DISTRIBUTED SUPERIMPOSED LOADS ON SIMPLE • CEE SECTIONS SPAN PURUNS • - • i PUHiJN SIZE SPAN --) 9 IL 12 h 15 K 20 3. 25 IL 303. 40.19 gauge LOAD (p11) 23 ' 132 76 30 16 5 5 ' welts r 204 p11 0eMtaion (In) 0A9 0.67 0.10 1.00 1.33 1.67 2.00 6C- 16•gauge LOAD (Of) 412 263 182 101 43 22 13 iesi9ht . 2.45 pit Deflection (in) 0.33 0.51 0.73 1.00 1.33 1.87 2.00 80-16 gauge LOAD (p8) 597 425 295 187 14 48 28 weights 3.06 p1 Deflection (fn) 0.22 0.38 0.54 0.84 1.33 1.67 2.00 80-14 gauge LOAD (pit) 879 561 389 247 118 81 35 weight ■ 3.83 p11 Deflection (in) 0.25 0.40 0.57 0.88 1.33 1.87 2.00 30-13 gauge LOAD (elf) 1105 705 488 311 141 72 42 weight •4.59 pit Deflexion (In) 0.27 0.42 0.80 0.93 1.33 1.87 2.00 80-12 gauge , LOAD (p1?) 1283 819 587 361 154 84 49 weight IN 5.36 pit Deflection (in) 0.27 0.42 0.60 0.93 1.33 1.67 2.00 90-16 gauge , weight IN 3.06 pIf LOAD (plf) Deflection (In) 527 • 0.16 421 0.31 309 0.47 197 0.74 109 1.30 58 1.67 33 2.00 90-14 gauge LOAD (p11) 957 611 423 270 140 72 42 weight a 3.83 pif Deflation (in) 023 0.38 0.52 0.81 1.33 1.87 2.00 90.13 gauge LOAD (pII) 1164 744 515 328 167 86 50 twilight • 4.59 p11 Deflection (in) 0.24 0.37 0.53 0.83 1.33 1.87 2.00 90-12 gauge LOAD (p11) 1351 863 596 381 194 90 57 weight • 5.36 pH Defleotisn (In) 024 0.37 0.53 033 1.33 1.87 2.00 10C -14 gauge LOAD (plf) 923 730 547 348 194 113 66 weight IN 4.59 pit Deflection (In) 0.14 0.28 0.11 0.66 1 1.87 2.00 I0C-12 gauge` LOAD (plf) 1884 1203 834 531 157 91 weight I. 8.43 pi! Deflection (in) 0.21 0.33 0.47 0.73 1.67. 2.00 24 ..w■•■••■ • . . . . . • ••• •.......r. w......v •■ .. •... ...�..• ...�... • .......... • ...... .......•••••• • ..., • •... • • • • S£:SZ S6. £0 Mir zed Z£6 1331S dHH 6S99226902 12:23 -94 08:55 AM FROM BHP c' EL SPOKANE WA j‘k.O.teN' A C. kPURLINS AND GIRTS C and Z Sections P01 Our structural sections bridge the gap between strength and economy ASC Pacific purlins and gifts provide an economical, but superior answer to your structural needs. So, whatever your project or application, our structural sections stand ready to bridge the gap on a moments notice. ❑ Lengths up to 45 feet available ❑ Full range of sizes ❑ Competitively priced ❑ Fast, accurate quotations ❑ Fast, dependable service ❑ A variety of hole punching patterns ❑ A complete line of accessories ❑ Boom truck delivery to some areas 0 Quality materials: galvanised steel conforms to ASTM A- 446, .Grade D (Fy • 55 ksi minimum); hot-rolled painted steel conforms to ASTM A -570, Grade 50 (Fy • 55 kai minimum) ❑ Manufactured In two strategic locations to serve your project better O in -house detailing services available for lump sum bids a Professional sales engineers to respond to your consulting needs ASC PACIFIC Building. Solutions In Metal Sacramento • 8004263727. 9163724651 PAX 916372.7606 Um Angela • 8001724466, 909123.101 PAX 909423.1615 PMoentn • 800431.2062, 603598.1200 FAX 602.099.1219 Tacoma • 800.7334955, 2064831935 PAX 206379-0791 sake - 1004724023, 303490.7174 FAX 5034907443 Spokane • 800.7768771, 5094350600 FAX 5095354346 Radom.. 8004714727, 907.3492727 PAX 907444-7095 RISC :i vED DEC 2 3 DEVeL•a1NMENT 12 723 -94 08:55 AM FROM BHP STEEL SPOKANE WA, P02 C. PURLIN (Dimensions are subject to rnauufacturing tolersaces.) PURLINS A CandZ; Seetlon Properties Size (In Inches) Gauge t (In.) AREA (In') X•X Axis Y•Y Axle r,�, (la. • 1 (1a!) 8 (10) r (in.) 1 (in!) 8 (1n') r (In.) ....8....., 13 4 2,5 16 14 IMO 0.075 3183 .6653 1M68 1,8950 .1 .8121 1.6263 .6064 .3790 .9200 .9121 .9200 6 2.5 14 0.060 0.075 (383 .8153 ,!.s.i 4.8096 i•.' 1.3984 5. 1 2.3559 -► 1 .6986 .9062 .9993 ,9 :I:' .8979 :07 .6979 16 0.060 .7452 7.2211 1.3661 9.9895 .5926 .9157 .8564 .8564 8 2.5 14 0.075 .9653 9.4344 2.0883 3.0465 .7636 .4117 .8867 2667 12 0.105 1,4188 13.3963 1.2669 3.0506 1.1012 .6043 .8766 .8766 8 3.5 16 14 0.060 0.075 .7925. 1.0784 8.5862 10.9409 1.6409 25829 3.0262 9.0429 1.4378 1.8581 .5765 .7536 1.2384 1.2594 12984 1.2534 10 $,5 18 14 0.060 0.075 .7886 1.1084 12.6356 16.0806 1.9309 2.8479 3.690D 3.7128 .6294 .8119 .3221 .4200 .8335 .8343 .8235 .8343 14 0.075 1.1830 18.5225 3.0935 3.7318 1.9794 .7676 1.2199 12199 10 3.5 13 0.090 1.6057 23.6195 4.1145 3.8354 2,4388 .9694 1.2324 12324 12 2.25 11 0.105 1.7728 282648 4.8931 3.6749 _ a. Q31 1.1474 1.8419 jam. 14 0.075 1.1873 25.6846 3.5124 4.3945 .9003 .4562 .8227 8227 12 2.5 13 0.090 1.6057 30.9976 5.0402. 43938 1,1181 .5716 .8337 5337 12 0,105 1.8824 36.4977 8,0496 4.3912 1.9340 .6897 ,8418 .8418 Section Properties 81ze (In inches) Gauge t (IL) AREA (I0.') X•X Axle Y•Y Axls ►m, (la.) 1 1 N.') 8 (ln,') r (lo.) 1 (In!) 8 (In!) r (In.) ....8....., 6 0.060 5731g7Y .922 12849' .4821 .3621 2964 .8984 6 a.25 16 0,060 695j 3,914 067 •." 7 . • 11 ,3792 d:‘' :'.y 16 0.060 .8606 8.5893 1,9302 3.0892 .9861 5183 1.0467 1.0467 8 $ 7S 14 19 0.075 0.090 1.1001 1.3495 10.8302 12.9219 2.5684 3.2267 3.1028 9.0938 1.2288 1,4709 .6490 .7805 1,0451 1.0436 1.0451 1.0436 12 0.105 1.5750 14.9863 9.7466 3.0847 1.7099 .9118 1,0418 1.0418 16 0.060 .8471 10.3031 2.0470 3.3834 .6400 .3932 .8433 .8433 9 125 14 13 0.075 0.090 1.1156 1,3501 12.8196 15.3051 '2.7942 3,4011 33757 3.3670 .7964 .9517 .4919 .5910 .8414 .8996 .8414 .8396 12 0.105 1,5750 17.7611 3.9469 3.3581 1.1047 .6897 .8375 .8975 10 8.25 14 12 0.075 0.105 12879 1.8712 202399 28.0998 3.6191 5.5115 3.8721 3.8559 1.9575 2.7314 .8459 1.1902 1.2042 12022 1.2042 12022 12 2.25 12 0.105 12900 35.9288 5.9881 42601 1.1979 .7042 3961 .7981 NOTES: ❑ Section properties are determined In accordance trfth 1986 AIR Specifications for the Design of Cold- Fbnned Steel. O Material conforms to ASTM A446 tirade D (Py • 55 lul minimum) with 060 galvanised coating, or AVM A570 (trade 50 (FY..55 kel minimum) bate. ❑ pertains to deflection detorrulastion. 0 5 pertains to stress determination. ❑ Y"1� axis properties are for the fuIi unreduced section. 12.-23-94 08:55 AM FROM BHP STEEL SPOKANE WA P03 ND GIRTS sections Z PURLIN s /te' R TYP (Dimensions are subject to manufacturing tolerances.) Section Properties 8116 (In Inches) Gauge t (In.) AREA (In.') X -X Axis Y•Y Aids ri 1 x-y (In.) 1 nn!) 8 (1n.1 ) r (1t0.) 1 (In,') 8 (In') r A 4 Z,8 14 0.075 .5387 i .6925 1.5881 2.0259 .8506.. 2550 1.69 1.6436 1.105 1.4894 . .5967 1.3998 .6 1.3998 1 1.9443 6 2,5 16 14 0.060 0.075 .6587 .8425 3.9740 5.1320 1,1188 1.404E 2,9807 2.3880 1.1105 1.4894 .4498 .5987 1.2479 1.2778 1.2479 1.2778 1.6050 ' 2.0690 0.060 0.075 0.090 0.103 0.060 0.075 0.080 0.105 .8374 1.0651 1.3093 15878 .8451 1.1152 1.8451 1.5676 16 0.060 ' .7685 7,7920 1.8268 3.0583 1,1105 4496 1.1545 5 1.1545 . 8 2.5 14 0.075 .9925 10.0379 2,1776 3.0920 1.4694 .5967 1.1830 1.1890 2.7938 2,95 14 12 12 0.105 1.4599 13.9418 3.4291 3.0789 2.0941 .8556 1.1933 1.1993 3.9346 8 $,8 16 14 0.060 0.075 _ .7959 '4. 1.0846 8..7883 11.3631 (.6406 23818 3.0365 3.0773 2.6312 34380 .7583 .9929 1,6615 1.6927 1.6615 1.6927 3.8423 4.9242 16 0.060 .8076 3 : ' ' rim .7471 1.1105 .4496 1.0 94 1.07 10 8.8 14 0.075 1,1299 17.0437 2.8477 3.7688 1.4694 .5967 1.1066 1.1066 35188 14 0.075 1.1840 -19.2027 8.0768 8.7716 3,4380 .9929 1.5939 1.5959 6.1041 10 3.5 13 0.090 1.6012 23.4881 4.0619 '3.8085 4,1421 1,1989 1.5993 1.6993 7.4373 12 0.105 1.7499 28.2671 4.7108 3:9665 4.8834 14165 1.6071 1.6071 8.7173 14 0.675 1.1836 26.4493 34792 44264 1.4694 .5967 1.0433 1.0433 49434 12 2.5 13 0.090 1,5887 81,6450 5.0259 4.4206 1.7716 .7216 1.0460 1.0460 5.1002 12 0,105 1.8783 36.8689 6.0555 4.4158 2.0941 .6556 1.0524 1.0524 5.9921 Recta Properties Sloe (In Inebee) Gauge t (In.) AREA (In.r) X•X Ards Y•Y AzI. r... (Im) 1:4 (In.) 1 (ta.e) • 8 (In!) ..r -.- r•, (In.) 1 (la!) S (ln.e) r (In.) _ A 1 i,:i 6- Y�...._ :.�2 1.1117 'IT : :gi0- , III 8 2.2y 16 0.060 e9a5 4.0170 13964 2.9847 1.1117 .5008 1.2440 13440 1.5776__ 8 3.78 16 14 13 12 16 14 13. 12 0.060 0.075 0.090 0.103 0.060 0.075 0.080 0.105 .8374 1.0651 1.3093 15878 .8451 1.1152 1.8451 1.5676 8.7631 11,0091 13.1362 153362 10 .4370 13.0186 15.5411 1.04335 .1.8815 2,4331 3,0975 3.8091 2.0750 28541 8.4596 44074 3.1232 3.1325 3.1251 3.1176 3.4117 3.4064 3.3991 3.3918 1.7734 23188 2.6648 3.1093 1.1117 1,3908 1.8898 1.9477 .8520 .8180 .9851 1.1527 .5008 .6285 .7573 .8863 1.4050 1,4063 1.4075 1.4084 1.1124 1.1133 1.1142 1.1147 1.4050 1.4069 1,4075 1.4084 1,1124 1.1133 1.1142 1.1147 2.9220 3.6445 43836 5.0769 2.4233 3.0233 3.6209 4.2137 , 9 2 .28 10 5,38 14 12 0.075 0.105 1.2310 1.7962 302838 283911 , 3.9389 '5,0720 3.8816 3.8834 3.3179 4.6510 1,0328 1,4546 15695 1.5718 1.5695 1.5718 1.0181 1.0172 6.0149 8.3924 4.0818 5.6985 12 2,95 14 12 0.075 0.105 1.2757 1.8836 20.0959 982485 4,0259 6.0411 4.4016 43879 1.3906 1.9477 .6285 .8869 1.0161 1.0172 NOTES: O Section properties are determined In accordance Mich 19884131 Specifications for Ms Dalgn of Cold. ?brand She,. O Materiel conforms to ASTM M40 Grade D(Py w 55 ket minimum) with G60 galvanised coating, or ASTM A570 Grade 50 (}Y - 55 b1 minimum) bare. O L pertains to deflection determination. O 3 pertains to stress determination. 1Y axis properties are for the full un- reduced seetlon. 12 -23 -94 08:55 AM FROM BHP STEEL SPOKANE WA • G PURLINS AND GIRTS C and 'Z Sections PO4 Additional Building. Products ASC PACIFIC manufactures a complete range of roof and wall cladding, floor decking and other building products for all applications: architectural, commercial, industrial, agricultural, and residential. Your ASC Pacific sales representative will be happy to assist you in obtaining further detailed information on the full range of AMC Pacific products. Specific brochures are available for ❑ Zincalume® Coated Steel ❑ Industrial and Commercial Product ❑ Color Guides ❑ Paint Finishes and Performance Data ❑ Electri -Deck' Preformed Metal Moot Deck Accessories ASC PACIFIC offers a complete line of accessories for purlins es well u other product lines including fasteners, neoprene and metal closures, fiberglass panels, and sealant. We are able to manufacture braise- formed metal fleshings to your specifications. Support Services Lump -sum bids, detailing and estimating services are also available. ASC PACIFIC stands ready to help. ASC PACIFIC reserves the right to change the design or details ells product without notice. specific job detail Information and drawings should be obtained from your ASC,PACIFIC sales representitve. A ONP . Company ti Ifff ASC PACIFIC SuYdfnp Solutions In Metal ©ASC Pacific, kw. • Dicanbir 11193 Printed In USA R101100 014 (PS301)' \ C. Artz Carport 4402 S. 164th St. r CITY OF TUKWILA rid or'?;-; NOV 211994 PERMIT CENTER The enclosed drainage plan was drawn to implement the suggestions of Tukwila,;:x "'4�,, Engineer Phil Fraser from his visit to my property on 11- 16 -94. art' Original Drainage Plan Point Runoff Area Description P tit VA a2 ` 1N TUKW! Lie WbRI 1 2 3 4 5 6 &7 X 420 sq. ft 480 sq. ft 210 sq. ft 210 sq. ft 225 sq. ft 0 sq. ft 150 sq. ft Total 1695 sq. ft Redirected across carport roof to point #2 (900 sq. ft including point #1) Soil absorption Soil absorption Soil absorption (450 sq. ft semi - impervious) Soil absorption Soil absorption (insignificant runoff) Soil absorption (total from 3 down spouts at entrances) All drained via soil absorption Proposed Drainage Plan Point Runoff Area Description 1 420 sq. ft 2 360 sq. ft 3 210 sq. ft 4 210 sq. ft 5 100 sq. ft 6 600 sq. ft 7 O sq, ft X 150 sq. ft Total 2050 sq. ft 730 sq. ft 1320 sq. ft Redirected to perk pit in front yard Soil absorption Soil absorption Redirected to perk pit in front yard (200 sq. ft semi - impervious) Redirected to perk pit in front yard Soil absorption (near original 900 sq. ft runoff) Soil absorption (insignificant runoff) Soil absorption (total from 3 down spouts at entrances) 355 sq. ft additional to original plan Drainage to street via perk pit in front yard (1 +4 +5) Drained via soil absorption (2 +3 +6 +7 +X) A reduction of 375 sq. ft from original drainage plan. Summary Comparison: 1695 sq. ft + 355 sq. ft 2050 sq. ft - 730 sq. ft 1320 sq. ft 375 sq. ft Additional to original plan Total proposed impervious surface Drainage to street via perk pit in front yard Drained via soil absorption Reduction in area drained via soil absorption from original drainage plan to proposed drainage plan. APPROVED PER PUBLIC WORKS 1.7 TIER Lei AT r; D /2 ' / 1 :1- ,.__ ... • CA r Lit407). 5, 1(,4411 c. a-;11'47 P14,, e - 013g ?r- 0 Fos ed ■,‘82,3 e ?t4 aci)4 30 ?roeose A CrAreor Scott. lc,m 5-1't W- - VrWeVIA1(GroAfti) (181) •DroidA0.4 901.11t APPROVED PER PUBLIC WORKS LETTER perk p > drcx■Ack5 r -L. lfL4c, -A . 14:0-14 L, 0 r 5 0,1 1) ro, ; vva. 3e ?Icv APPROVED PER PUBLIC WORKS S C.A IC■41 5Tt <------ 75- se,/ - Wettls (Cole reAo ) - I'. t.bei.vek../ CatAvV1) Dr40.4o.cle Pole' /7647/ v 031.V0 SNEIOM 011811d 1:13c1 03A0Uddt/ faxemmo o- City of Tukwila Department of Public Works c John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: DECEMBER 14, 1994 SUBJECT: Carport 4402 S. 164th Street Project No. P94 -0138 Activity No. PW94 -0172 Contact Person: Daniel Arts Phone No. (206)241 -0971 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON DECEMBER 14, 1994:: Permit Fee Storm Drainage $ 25.00 Pre Two copies of confirmed. Utility Permit Application Form with plan are attached for inclusion in the permit file. If any questions, please advice. JSS /jjs Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone :: (206) 433 -0179 • Fax (206) 431-3665 City of Tukwila Department of Public Works „ NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS John W Rants, Mayor . Ross A. Eamst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433- 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or, requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 Fax (206) 431-3665