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Permit B94-0199 - ELECTRICAL DISTRIBUTING INC - BUILDING SHELL
City of Tukwila DEVELOPER'S Pk .OJECT WARRANTY REQUEST FORM SEIC ION (tv be �'d'!�d' n b de Lsldper ar #harl . ..: : ................... NAME OF DEVELOPMENT: £197. — 4 t «mot �'� -� //, DEVELOPMENT ADDRESS: 3 S� � ��� CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) NAME: ADDRESS: CITY/STATE/ZIP DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE MS ARE DESCRIBED): . yl 4/1_`.2 Sit S, cL /. w ► _PAP, a ►1 a1■ •k DATE: / L — 7 PERMIT NO.: g. e74/ %�l9Gj TEL. NO. felt' v. t t-5 I el As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ / P -..'c' , G ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( / / /C- / q 5—"), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: TITLE: l/ `' (), a S 6.4k, , z- ,:o: (:0 e!.GVmp fed:.b ..t*lfy: tlatfl SIGNED: Vey 11011 Ujrne,11, > AMOUNT: .$ ) eT.5(. s THIS FUND IS- • DEPARTMENT HEAD' E ACCEPTED. CASH CASH EQUIVALENT DEPOSITED '' CITY RECEIPT NO. r A gL.l ,� D ��� JAitIZI!&W RECEI VE � BY: � .z. SECTION 3 (to B ooMpIet eill Yo 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF F DEVELOPER'S REPRESENTATIVE: NDS All work Identified In Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby req a inspection and release of my cash/cash equivalent. DATE: – y5+ com noted CHECKED BY: O:<4%OK <•'•%K!4.V•a•%COi.d. /_ I have reviewed the above work and found it acceptable and therefore authorize the release .o, .: - .v; ash assignment. AUTHORIZED BY:��� /� DEPARTMENT: ..0,4,0 WJV!:!t0: :Y.!!t lv:!K•!K•.vn-4.!•*„;0; . •., Yi ..... `::ngKJ: •IKOi:K<4.!ft�KO N.YeW•n:.0 >sCKSOOC•i(((!!VFiO( MOW' %OY YnLii>( KS}<' lri!! t« fNG! Oi` .!!•!!J:rV;Wi4:•N:!Pi:ti!•fi: rvh�4!On4ih!W:Y, r rt bo c ` ` ete'y AMOUNT: • CASH EQUIVALENT— LETTER AUTHORIZING RELEASE • CASH CITY CHECK NO. ea00%o....!•o%ou.C.Moowcomo: • • •aomocoo!!f•t On" RELEASED THIS DATE: A -- �v 'C!< a4,4*,,!!4C%O.:.7.2 ,.trnf W%ON4>A. X.X$0.:fdn,. Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD e. , FINANCE DEPT. .[! 90hvNtWONCWfa[ !O:P4NaVv.M'�K,.Oii%v:.a00Yn'.. {.n • ' Q%(< .44.XC:S:O:a.N%! .%4 di '. ', • Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD OW13I Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0199 Type: B -BUILD Category: NCOM Address: 3414 S 116 ST Location: Parcel #: 102304 -9012 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: SEATTLE Contractor License No.: SGACO * *084BS Status: ISSUED Issued: 07/26/1994 Expires: 01/22/1995 Suite: Type of Occupancy: WAREHOUSE Slopes: N Sewer: VAL VUE TENANT ELECTRICAL DISTRIBUTING INC. 3414 S 116 ST, TUKWILA, WA 98168 OWNER BEDFORD PROPERTIES 12720 - GATEWAY DR:, SUITE 107, SEATTLE WA 98168 CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. #200, LYNNWOOD, WA 98036 CONTACT BOB HART Phone: 206 778 -2191 6414 204TH S.W. #200, LYNNWOOD, WA 98036 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT BUILDING SHELL. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 Front: Left: .�. SETBACKS Back:. .0 Right: .0 Valuation: 621,012.80 Total Permit Fee: 3,973.58 ******************************************* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Octto 1-ac0- 9u 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 permit. Signature:_ V�. Date: /A(2 /91/ Print Name: s> -.--tr s U R S y s i a 2_, Title: ' ("'; % •�, T o •� p —�" 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 TUKWI49 Department of Ca . nunity Development — Permit Cenf,. -. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER �q u�o1q� PROJECT NAME cal tourIbUt i C. SITE ADDRESS SuATE NO. OL-iio IRD 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. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTM.EI IT : 4TE IN PP.ROV.ED. QUIREMENt C.OMMEN' BUILDING - initial review 5-a5-91,1 FIRE R (ROUTED) INIT : - AI -Pt7 CONSULTANT: Date Sent • Date Approved '--t c1 o- FIRE PROTECTION: Sprinklers Detectors ( ) N/A FIRE DEPT. LETTER DATED: (n 2,c • 5 f INSPECTOR: j *yin - PLANNING 1 ZONING: INIT: (P -3d -9q PUBLIC WORKS O OTHER REFERENCE -FILE- NOS.-: - (BAR/LAND USE CONDITIONS? Yes (_) N MINIMUM SETBACKS: N- s- E- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: INIT TAP U-4-1 4 ,. INIT: BUILDING - final review BUILDING OFFICIAL 7/z / 4 INIT :� .7 /" INIT: !`�� ►'� TYPE OF CONSTRUCTION: , SPRK. CERT. OF OCCUPANCY? UBC EDITION (year DYes XNo 1 ciQ ('SUIEL.L ONE REVIEW COMPLETED AMOUNT OWING: a Ll I --1 . CONTACTED bb kA0,-Yt BY: (init.) , j,-4:5- DATE NOTIFIED 1 `a (i„ /1 ) "1j V� 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.). UA'tI k- DD L-1 O 01 /00/30 BUILDING; PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER er / �ek��/ PPIJC.ATION MUST BE LEO., OUT :COMPLETELY .. :':DESCRIPTION BUILDING PERMIT FEE PLAN CHECK:FEE;:'• :: BUILDING SURCHARGE,: OTHER: MOUNT RCPT # 5b DATE..: SITE ADDRESS SUITE # 5L-)m SOUTH 116TH STREET VALUE OF CONSTRUCTION - $ 617,649.26 PROJECT NAME/TENANT ELECTRICAL DISTRIBUTING INCORPORATED ASSESSOR ACCOUNT # ' g • TYPE OF g New Building Li Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other. DESCRIBE WORK TO BE DONE: CONSTRUCTION OF BUILDING SHELL AND SITE DEVELOPMENT ASSOCIATED BUILDING USE (office, warehouse, etc.) 18,149 SF WAREHOUSE 5514 SF OF OFFICE NATURE OF BUSINESS: WHOLESALE DISTRIBUTION OF ELECTRICAL EQUIPMENT WILL THERE BE A CHANGE IN USE? n No ❑ Yes If Yes, new building tAic�.Y.4 ho11C,)_ I I LI q c- fI'C 7 ,51 requirements may need to be met. Please explain: Li Area of Construction: 23,663 SF OR HAZARDOUS MATERIALS IN THE BUILDING? Alarm System , SQUARE FOOTAGE - Building: 23, 663 SF Tenant Space: N!A WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE ® No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: IT Sprinklers OD Automatic Fire PROPERTY OWNER EDI (UNDER CONTRACT) IPHONE(503 \ 226 -4044 ZIP 97208 ADDRESS 140 N.W. 14TH AVENUE, PORTLAND, OREGON CONTRACTOR SGA CORPORATION PHONE(206 77R -2191 ADDRESS 6414 204TH ST. S.W. SUITE 200, LYNNWOOD, WASHINGTON IZIP 98036 WA. ST. CONTRACTOR'S LICENSE # SGAC601 29 201 EXP. DATE PHONE (206 I /10 ! 1 5 821 -33f13 ARCHITECT FFRRART fIFSTGN GROUP P.S. ADDRESS 12277 134TH CT. N.E. SUITE 203, REDMOND, WASHINGTON ZIP98052 1.: :HEREBY .CERTIF.Y::THAT. ! HAVE;;:READ AND EXAMINED T BE >TRUE >AND °::CORRECT, AND<I AM AUTHORIZED TO;AP BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON SIGNATURE z 4 /66.-4 PRINT NAME (:), J 1 J_,/t 'P:CICATION. HIS;.PER SA DATE '2 C.G PHONE ADDRESS ‘, /l y y4% �' r, G�/�� h � Gi 4. CITY/ZIP y'6n3 C PHONE 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 DATE APPLICATION EXPIRES qtA 10122107 COMMERCIAL SUIAVIITTAL CHECKL,ST NEW COMMERCIAL BUILDINGS/ADDITIONS . Completed building permit application (one for each structUre)..• • • ••• . • • • •••••:"..." Assessor Account Number . . Two sets (2) of the folloWing:..: • • ••:• ••'• ..." Structural calculations stamped by a Washington State hconsed Soils report stamped by iiWahingtori. Otat0.1iceneed. onglnoor ..1•1 ... • • Eriergy •Calctilations'stamped hy.a : • engineer or •architeCt'::::.:: • . ................................................................................... Legal •••••••:-. . • .-....••••—• ..... ....... ••Working drawings stamped by a Wahington. State Iiconsed architect, which Includ& •• • Site plan Architectural • • -\/• Structural drawings ••• . . • • Mechanical d.raWinge•NiA : • • . . . . . . • Landscape pion • Z: Completed utility permit apPliCation.(one for entire 71 • • : Six (6) sets of civil drawings. ;.".- • NOTE: See utility permit application checklist for.specific submittal requirements: • • ••:' • • RACK STORAGE:. j. Completed bUilding'perrnit application ••.:•: • Entire space where racks will be iocat • ..: . • Exit doors .• • ":" ..:...•... • • Dimensions et all aisles • Tenant space floor plan showing rack storage layout,. aisles :an NOTE: Include dimensions of racks (height width and length);aisles... and exit ways on plan,: .. • • • • Structural calculations stamped by a Washington engineer (rack.itorage.8' and over): RESIDENTIAL „ •• • .. . . . .• ... • . . .•••••••... . .. . COMMERCIAL TENANT IMPROVEMENTS Completed building .pernilt•application"(onajor.eilitiiinittilre:61'..::::::::::•:::.:: tenant) . ....... . . . . . . :Aseee&6r:•AcCOUrit Number. Two (2) sets of construction pIans ....................... Site •• • :••-, . " • plan • • •• • "• " ". • tenant spa .• ........ •'•:■::EXistirib:and:prOPOsed parklng . .„ 06:::.9f:0P •Overall butiding plan Usa . .. ••• of adjacent Floor pian of proposed tenant plan.with use • Exit doors egross patterns walIsexisting ............ .................... ...,............„. .......... ,...„........ . ••: waI!.andwaIIs.to ... . co rie.t.:ICiiori:•deiaiis• •• . :.,1...*:......10.thai.eeCtiOn0,•shOWing.Wall..constnietionenci mothod of ......... ...StructUral.-calculations"stainped:by4iVashington State. . •:. . NOTE 1! any utility work 19 10 be done, subr,t separate utilitypermit .... ••••;•....••••••••'' • . . . . . . . . Structural calculations stamped by a Washington State Iicensed • • • •' - • " -.. • ••• •....:•••:••• ••••:.:.:...,.• NEW SINGLE-FAMILY DWELLINGS/ADDITIONS ..:.......,... .........:,..... ..... . .............. •-• ............. ,., ... . • ....... .„. . .. ... Li Completed building permitapplication•(enei for each structure) iiLegal descnption,..:•.:..i.,:....: . : ......: ., . . . ..........,.,;:........:.....,.....:...;......•::•,•: . •i.:',...,•..,•:•:,.•.,........•....'„,.,....,:•.':::::..:::::.•,:::....;.....::::::::,:::.:::.....,:::::',..::::,,:.:::::. ..:.•.. . „.. . . LiAssessor Account Number::::•:•:-. .. -..: ... .. F7 .Two sots•(2):•of working •draWincie,:whic ... .....::..., ' •••:.„,, • : ..:..': . . . , .. : . ........ .... . .. • --...-• .:...•.::.:::',.......,::....:.::::•;;•::::::::••i..•(":':::.:...:'::::::..B.:::$:1'..::::::Al"....:..:::::::::::::::::::::'::::•.::::. ••. -.........:':'..::::•....•:-..:.•:':::::::,:..:::::::::::::::::::::::::::: .:....::.::..::-....::•• Site plan......•-•.... . .: . • .. ::.....::•. , : • : ... Foundation plan ..... •;•,:i•'•...::::.:•:,••••'.„.•••inclisde.access• to • • • • • ••" • • Floor plan :•••:.:,....:: . , . •:•:,:-.....•::::,•::::;.:::•••• Width and . length: olacce.ssj;:.!:::..-::::::::::: ....... ..... : .,••:::.::::::::•:::::::.,•:. Roof plan :.•.:::.::,....:,....:...:.:••,..,.., .. ....,.—.... . . • <-:::..:::::.:.:: •-••••7: Building elevations (all views) : .:::::.:::::::::',.:.:::::•.:•;:.•.• Building' cross-SectiOri:::::::''.......::.::::::f1::::::!:,::::::;::::.::::::::::.::::::::„....::::::::::::•::::::'.'•••••:::•:"...:::::::::::::::•.::::::::: ••.:.:::,....•..!:.::::.•..:.:;:::•...•:StrUcturalfraniing•plenS.:••:•::::::: •::••••:::,::.::::::1::•:•::::::•:::•:•::::::::.:...•::::::::0..... Washington Stato ': Energy •bede: daia.,::::.::::.?;.:1•,:::.•:.:.::::.):::::::::•:-...!..:::....: 1 I Completed utillty permlt application • Six (6) sets of site .plan.shbWirig.•:UtiiitieS . • . . . . .• NOTE Building . site plan and uvIify site plan may be .CoMb ••utiliry Permit applicatiort.and che.cklistfor.:SpecificOubMitialioqUirernert.W. . . . ...................... ....... . ..... ................... ......... Additional topographical and soils.linforMation may be . site. conditions • • • RESIDENTIAL REMODELS •• Completed building permit sapplication (ono for each structure) Ascit.:ACcOun; Two • (0)•••.:get.:, of 1working .....cli*,1606;!'*.biaii:jr1C1:ide:...::ft..... • Sito plan Foundation plan Floor plan Roof plan ...�.... ii4.:elevati NOTE I( any tieilitYii•.,Ork Is to ties....000 Orprde:uti/Ity.f:permit: Plane MAIO R E 9 0 i* • • • • Completed builciing permlt applicatlon (one ...;f91.p,o)::structure ;:: • Assessor Account Number . . arid. Permit No: PW94 -0065 Status: ISSUED ,Project: GATEWAY N0.9 EDI Site Address: 3414 S 116 ST Location: ON -SITE. Parcel #: 102304 -9012 Wetlands: Sewer: VAL VUE Contractor License No.: TENANT. ELECTRICAL DISTRIBUTION INC OWNER' KEMPER REAL ESTATE MANAGENgNT'', 0 GATEWAY OR, �GI107; TUKWTlW.W4:%4,8 CONTACT HART BOB . : (206) 778 -2191 6414 204 ST,. fNW;;; L'YNN,jW • OD4, WA 98036 ' ****** * * * ** * * * * * * * * * *.tt•'IF49A * ** * *4 .1etic;f4.•: * * *4k * **•k *i4C *k` tk ikitR,�k� `.***•k*******•k****** 't . wamimai Add.itional.. Permit,, pescr.1.pte•,o. ~ Issued: 07/26/1994 Approval Letter: 06/30/1994 Expires: 01/22/1995 Watercourse: Scopes: N Water: SEATTLE STORM DRAINAGE'YSTENI a� ?� �" ®4 a Ez.isting Square Feet• , �,�° Add1't�1;,ona1 New SquarFee. 236006" `iv dui Inspectio��7'Fee:� 0� 41,5,.i4tl �' A.ct 141 2.400 Plan Chec • Feeej 0. "10.00\ Acct Nb 000 45.830 TO FEES , .5,s�„Q,f ! r � 7t ` * * * * * * * * *** 4k * * * **. **** **`k*. * * ***A * *King Count ,a l uat i on ,� a Constructi on.. 6 1 000.00 ` * k�k * rk *k *ilk *tit* *Q ** * .t* * 1,1��k * * * ** ** A. I hereby a. ep,t t�hisoperm•� acrd- agree to labid ,a1� app1 icablee se-Ctio s of the City of Tqy i l a Municipal. Code `W ��, re �t the�'C i ty of +kid i s g) 1 be held harml' gs or all or7 any ci ilmsar is .g as a esult of trhis pr�oj b Permits wh�icr hav'rs-� l apsed b„ `y�on�d ,the exp i r •at,1 Qnr date shall r4egtr ?'e a I, ;, re -a 1 icatl.on ;arrdk �e'is� �`�.� ' �` ' d pp r nuance of the pe'rm'iit througfZ_ the City a;t an' additional V °�a� fee. t`M�.4 A, 113 • c /7,/\ � 0 ate, `� /,� THE APPLICAnn1i MUStTYNOTI.FY THE CITY INSPECTOR of 'C ENCEMEN COMPLETION OF WORK AT FEAST'24 HOU IN ADVANCE. /fro SCHEDULE'Ai�j piSPECTION CALL 433 -0179. \ ° �/ " ' ay 't I . "1 Signature.__ 1 ¢ ?'Irn ��' <R� Date. '2 % / * ** * * ** * * * * ** * *' *•**:* *** •k. * * * * *11471vh#t*,•k *Q ** * *•t�o * * *•k** tit*•k k - * * *: *CZ•k,* * * ** * * *** ***** APPROVED FOR ISSUANCE \B `t ,� _0 sue;; Issued By ` t '';,. . �w , Date _�:. Authorized Per•m;it:;.Genter'Sigriat_ure;4 .�� '� ** * * * * * * * * * * * * * * * * *•k * * * * * * *k: *'k (tom *kttk.* * * * * *•k* *Mt .* ** *•k* * * * * * * * * * *** * * *•k ** I. hereby certify that the permit:-It.a me and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA ._,....,Address: 3414 S 116 ST Suite: -Tenant: ELECTRICAL DISTRIBUTION INC Permit No: PW94-0065 Status: ISSUED Type: PW-SD Parcel #: 102304-9012 *************************************************************************** Permit Conditions: 1. Temporary erosion contrsillek_04zs the f i rst order of bu.p,i-o---rreveri:sli. ,,qtv -1-,i,,-- site or into exi3,0s.torm drainage, faci All private stopm,Or"aiu piOeciffiall 'be eithgr carifq_b, , tii, tt t. 02 7 . reinforced ApSl&rOpe. 20, Tte,,a, g,. igrzugtted "6 used for detie"trio 'i 4,494421ttres". 4' Applied: 05/25/1994. Issued: 07/26/1994 e implemented as tation • 0 e e or be e 0 64, oo ea 64 eat *oeoeee.°6 e e o* * Permit No: PW94 -0064 Status: ISSUED Project: GATEWAY NO.9 EDI Site Address:. 3414 S 116 ST ='w; Location: ON -SITE: ' '`• Parcel # 102304 -9012 ji TWetlands: Sewer: VAL VUE Contractor License No.:. • TENANT ELECTRICAL DISTRIBUTION INC OWNER; z. KEMPER REAL' ESTATE MANP�GEIN,,, • , 12720. GATEWAY DR,rS_OI:TFr1'07; '"TUKWIL'A ,Wit e 168 CONTACT,,., HART • BOB ,� o.'• :,414 �^..; Atone: (206) 778 -2191 6414:204 : ST.S.tt; f ;I YNN. W00Q; WA 980:3:6 ;' **• k*********• k********.*.' **V* **lk, ***it *.k *1** * ** k*** ** *.* *f —k * **:* yk *•k *•k•k •k* * *** * *•k ** Additional Permit"' cri.pt ._....__._ d R' ,6, .' CONSERVATION „S;Y:STEM F0 LA'NDSCAP.�ING° 1 "0 $ 0. Existing Square Feet ! .Addtt�tona1 )Sq�ia`re 'F ' i;,: "' New SquarePFeet 23`6000*c' � 90) Q 4 `b e 'iv+) ,40 \4. Inspect i nF,Fe.e : `0 1,5..00 "" Atct''`'No;. 401,, 42.400 Plan Check Fete •° �5� -•t0. 00 \ '' Acct N61 000X' '45.830 TOTAL/ FEES . �° .?25,. ..go,f' ��'�1 7 ,/ o )k King Count ,Uraluativonki, �• ilueroJConstruct• iorr�, 62 1,000.00 * * * * * * ** * ** *: * * ** ** .* **"•kw *. *•k *•k* �Ic * **- * * rk' *I * *'k * * * *k�i ** * k'** k,- * * * * * * ** , W, I: hereby accept ,th i s�;perm it- /-an;d -- ag • , ,e to ab l a1 -V applicably section of the '� }'` ' `Wd r ee t` the City of Tbk i 1.a s 1 be City of Tukwi 1a Municipa,lr'Cod- .,r' g h�_,,- Y ,�, j� held harmltess tifor a 11' ord:AnAy,,c11-'aj•ins� sing /as a pesu1t of this pr j- Permi is wh;Vc(r have'' 1 apsed'be iond',the exp i ratite g5ate shall equi'r'g a i re -app 1 i cat fon and ,re�i ssuance oil the per•mn -i t throu.g the C i t,;y at an ad��1,i t i ona l fee. '41.k 1..., •,.,"- , .� (' +,,``' ���`f . . W 1.\, *tr), 'D,t. 4C0c1\ N,\,---, 01° - ,,,,, ;Tit!' THE APPLICANT MUST0NOTLFY THE CITY INSPECTOR OF CQMMENCEMENT%A.ND COMPLETION UR- IN ADVANCE. TQ tiSCHEDULE AN INSPECTION ICALL dl 4 a Date. , "' 7` Z t / ' .*, *'k *'** * * *'k` *bt�lc 10 * * * * *1; *: *�ik4k * * * * * *'k_ A�'•�k=tk**. +k if * * * * * * * *•k * * * * ** A �k c, a n: 43 t,J g : JAP ,dam w.� `* / / Issued By _ ►i (`; r_. . — f r'`' Date �co�9 Authorized Permi :,t:;2Ce.nter:Si:gnat.ure•* ,..- -7-"e; * ** * * * * * * *'k•k * * *•k * * * * * * * * ** Ai' 14.4* *. *: * - *.* * * * * * * * * * * **&* :'+k..' : *'k * * **•k * *** *•k * * ** k* * * * ** I hereby certify that the pern fe%.1 Eder^ WFio;s.e,�- )a•me and address appears on this record has satisfactorily met the standa ds and conditions for the project approved herein. LANDSCAPE IRRIGATION•; Issued: 07/26/1994 Approval Letter: 06/30/1994 Expires: 01/22/1995 Watercourse: Slopes: N Water: SEATTLE OF WORK AT L`EASff24 H 433 -0179. Signature: _•�A'` k * * * * * * * * ** * *,tkC. ** APPROVED FOR SSUANCE\B Final Inspection Approved: Insbjector Signature Date .`n Address: 3414,5 116 ST '_Suite Tenant: ELECTRICAL DISTRIBUTION INC Status: ISSUED Type: PW-LI Applied: 05/25/1994 Parcel #: 102304 -9012 Issued: 07/26/1994 *********- k** * * *** * *** **Ac *** * ** * *** * *** * * *• kit * *** *66 *Yk*** **rl666666 66***** *k* Permit Conditions: 'A. It shall be verified in. w.rr " a7 pities Inspector.. that : the landscape i• -'f 'a_t4436'"system cunt; State Department. of Hea. pprove goub l F� check�'ira, : ssemb 1y. This shall be,,dtin- . prior tol the Fir%1 Inspectin' r LI CITY OF TUKWILA Permit .No: .PW94 -0064 9 0P 4,40000000 0 0. aQ e 0e 0 0 0 0 O 0 • f0 ..0 0 0 0 0 0 0 0 0 0 ar 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 *000 0 0 0 0 Sr 0 is 0 0 0 0 0 0 0 0 O 0, o o 0 4 • C 0 :::';'Permit No: Status: Project: Address: Location: Parcel #: ' Wetlands:. .Contractor: LAND ALTERING PW94 -0063 ISSUED : , GATEWAY NO.9 EDI 3414 S 116 ST ON -SITE' 102304 -9012. Watercourse: Issued: 07/26/1994 Approval Letter: 06/30/1994 Expires: 01/22/1995 Slopes: N License•No.: ,TENANT ._.....:-.-•.,.ELECTRICAL .DIS:T,R :LBU.TrON INCT OWNER. KEMPER REAL 'E.OTATE MANAGEMENT, --'"."-,4 12720 GATEWAY` DR,, SUITE 107,E TUKWIL ,, , Wa`z;9.$'-3`,58 • CONTACT HART 843 7, , , t 4w � ; -'"* ' ;` P vane: (206) 778 -2191 6414. X204 SY. S.W, LYNF1 W0 D,. WA .98036 , - .- * *•k * * * * * * * * * * * * *- err*.*'*****' k* ` * * * * * * * **,*,: *m** *.,rc* *M * ** *• &k* * •k*•k•k'•k�Ir* ***•k**** k* *•k ** 'Additional Descrip,tion:p ** h ,1 a a UP TO 4000 CUBIC'- YARRDS OF GRADI�NG.� rya Permit/ Fee• '•' �' 144:x;00 �'. ~-• Account No: 4 )007322.10Q. Plan Check �,Feeti _ ' 30 =d0., ,,.il it ` Account No 000`%34' 8340) Other: rytxC ,�. ,,� , ,,' Ac.c9unt No: 000/38'6.90 �i\ Tota1F[(;ees: r}- r "174:,OO1,ky �Valuai�j.o 6 �1,000:�00 ti * * * * * * * * * *•k* *� * *��i�k�*�/r;' * *** * *• °t;k"*•*.yu } yk * * *ik!* *I* eke * *v4•k * * * * * * * * *;k * *:ylr fit' * *•k�i 1•k * * * * ** I hereby cart i fy, •.that T have :ea - �rd exam' r e.d"th�s permit an &:„ now €he same to be trute��and`, correct. .- ;AT1p;rov�is, ans \o .flaw and ordinances gover jing this word: will t be complied with whether spec i.f_,i'e.d h.er_.e i n or not The' }granting of this perm'iyt "•,does, not';,presume to give authori'ty/.t.oi,olate Zr cancel /},t•he provisions of ariy= other state or local \maws- �r�egulating construction °a;r the performance; "1of worrk�, "I am authorized ta's:�i�,gnanc obtait�l„,th�1s Land Altering pe,rm,it; 1Th =is permit shall become;nu1I\ ah4 v4id :if the;,,work;iris not commenced w'i th l n 180 das, from the date of;v�i ss ance;�or� i f the . woru .�fi s suspended or'•a_bandoned fore: a period ()Lim days,,, .J.om�,the last inspection. THE APPLICANT MUST NOTIFY THe(G.ITY INSPECTOR OF,:COMENCEMEN�T AND ;COMPLETION OF WORK AT LE ST•24. HOURS.. I. ADVANCE._.: FORANdINSPECTION "tCALL /43'3 -0179. / �,c• Signature: _ -- �� �:' �' ate: L -_- k**** *. *•k**: * * * * ** *•k * * * ****'k,*i�l * *•* * * * * * * * *•k * * * * * * *•k* ice: �.r� ... - y:' -.ter"' V at a co _ L Authorized Permit Center Signature ************************************************* * * * * ** * ** *•k * * * *•k ** * * * * * * * * *** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Grad i ng /Fi i a� ,(Yards) -Cut �,i4000! F i lea. - wTota�ik x`4000 * * * * * * * * * * * * ** APPROVED FOR Issued By:___ _ L Final Inspection Approved By: Inspector Signature • Date: Statusi Applied: Issued: PW94-0063 ISSUED 05/25/1994 07/26/1994 ************************************************************************A** :Permi t . Condi tions: , : . _ - , -' 1 :'- Temporary eros i on ': con tr6-1-olgg r ._ . id "------ the f i rs t.. order of 65,19;gS's.7.-t q, p r e ;".eiits ■•••••.01,•• ' ..... ,e site Or into, ei0t ,..S. istorm dr1nage 4, fact 1 i ,•:•••:,f;',ii:,:-2 The site s h a 1 11.11A: ,e ma ' peritesi • tosfiAl control Y.f:,;t* place' as scio 17'1-- posOUI41 'a!:ftpt• falt g r a 0,0044 mp 1 emented as tion. off 7 completed_p, InspeCti46. :Haul ing r any pub11**Pfdhtt-gfe wa appl i cat fat' ulivePersiWo any aesipia in Appl loan preNts yodtdi cat* a Haul ing")GPet not be qui red. 0 k 11 0 0 0 0 0 0 0 0 0 0 00 0 00 0 0 0 6 0 0 0 0 0 0 04,o 0 0 0 0 0 0 0 0 0 0 61 0 6 a Nov116 00 * * • o 4ti (1' City of Tu 1 wila Application # •Central•Permlt S seem — Engineering Division ' ���`��� 63 o 0 uthtcentdr Blvd., Suite #100, Tukwila, WA 98188 p 9 g r. Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION TUKWILA PROJECT Site Address. INFORMATION ;; Name of Project: Property Owner: ELECTRICAL DISTRIBUTION INC. (EDI) TUKWILA, WA ELECTRICAL DISTRIBUTION INC. g7P/4/4Y 4/4f7-7/ G',Gj. ,t/O. Phone No.: Cit /State/ZI•: Phone No.: 251 -6222 City /State /Zip: KENT, WA 98032 Phone No.: City /State/Zip: Exp. Date: Sewer Main Extension ® Private Storm Drainage Street Address: Engineer: BARGHAUSEN CONSULTING ENGINEERS Street Address: 18215 72ND AVENUE SOUTH Contractor: TO BE DETERMINED Street Address: King Cty Assessor Acct #: P EiR M ITS >< >' ❑ REQUESTED OK El OK IX Contractor's License #: Channelization /Striping /Signing Curb Cut/Access /Sidewalk(P /e/Vq >E Fire Loop /Hydr. (main to vault) - No.: - Flood Zone Control Hauling •7.240 OR 01000 Land Altering -— cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end times* Date: V441/11.6-0 Sanitary Side Sewer - No.: 0 4VVo tX RoAt) D/< Sizes: 0 WD /ot.5" v,D 415- IX] WD / 0 0 ❑ Public Street Use Water Main Extension ❑ Private ❑ Public Water Meter / Exempt: - No.: / Sizes:2 " Deduct ❑ Water Only Water Meter/ Permanent- No 1 Sizes• 2" Water Meter / Temporary: - No.: — Sizes Estimated quantity: Schedule: Other: :WATER:METER `::DEP.OSITI<; »' «; REFUND /BILLING >MONT11L>Y<<<: <<;: BILLINGS'TO:` Name: EDI Street Address: Name: EDI Street Address: Phone No,: City /State /Zip: Phone No.: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro DESCRIPTION s;OFPROJEC; ❑ Multiple - Family Dwelling No. of Units: (X] Commercial /Industrial ❑ Standby ❑ Single - Family Residential ❑ Hotel Cl Motel ❑ Duplex ❑ Triplex ❑ Apartments ❑ Condominiums ❑ Other: El Office ❑ Retail • Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: MISCELfANEO. INFORMATION: King County Assessor's J New Building ❑ Remodel/ Square Addition Footage: 23.600 valuation of exiting ructures: $ N/A Square footage of original building space: Square footage of additional building space: 6z/, O Valuation of work to be done: $ St a0-49 • • 1 NEREBY;:CERTIFY;T T : A EA THIS .AP P L:7CAT10N.;AND: KNOW THE SAME TO.:BE TR(J AND CORI4ECT Applicant /Authorized Ag LSign�ur • Contact Person II (print name): S- MS-- - > I / Print Name: 4442.L r v t Li/Wee-a& Address: &//i" ?/2 s5/ 'i: 4- r vv/; Phone: % -0-/l/ Date: _1: -94 Phone: 251 -6222 Date Application Accepted: G' Date Application Expires: 04/22/92 *** k*** k: 4********** h******* h*** * *h********k* *h** *h***** * ** **** CITY OF TUKWILA, WA TRANSMIT * k******************************* * * * * * * * * *k* * * * * *k * * * * * * * * * * * * ** TRANSMIT Number: 94000609 Amount: 1.,55 5.78 05/25/94 11:07 Permit No: B94-0199 Type: B-BUILD BUILDING PERM(5r 5/94 Parcel No: 102304 -901.2 Site Address :. 3414 8 116 ST Payment Method: CHECK Notation: SOA; CORPORATION I;r►it: SLB ************* 1****** A********** k*** * * ** * * ** * * * * * * * * * *' * * * * * * * * * ** Account Code Description • Paid 000 /345.830 PLAN CHECK - NONRES 1,555.78 Total (This Payment )„: 1,555.70 Total Fees: Total All Payments: Ba1ance: 3,973.58 1,555.78 2,417.80 GENERA 1555.78 TOTAL 1555.78 CHECK 1555.78 CHANGE 0.00 2224A000 08 :47 ***** *1 ******* *** ***•k•***•k**•k*•kk•k•**h*** * ** ****k**k** *• * ******* kk* CITY OF TUKWILA, WA TRANSMIT * * * ** * ** * * * * * * ** * ** * *k * ** k *k * * ** *•k* k *k•k***** **k*** ****** *•k *****•k TRANSMIT Number: 94000885 Amount: • 2v417.80•07/26/94 16:09 Permit No: • B94• -0195 Type: B -BUILD • BUILDING PERMIT Parcel No: 102304 -9012 Site Address: 3414 S 116 ST. 07/27 Payment Method: .CHECK Notation: SCA CORPORATION In it: 5L i3 * * * * *•k * * *k * * *k•k *kA, ***** * * ***k ***** * * ** *A*• *k *•k * ** **k * *•kk * * ***** Account Code Description 000/322.1'00 BUILDING - NONRES 000/345.830 PLAN CHECK -- NONRES 000/386.904 STATE BUILDING SURCHARGE Total (This Payment): Total Tees: Total All Payments: .Balance: 3,973.58 3,973,58 .00 Paid 2 , 405.50 7.80. 4.50 2,417.80 GENERA 2405.50 GENERA 7.80 GENERA .4.50 TOTAL 2417.80 CHECK 2417.80 CHANCE 0.00. 3972A000 16 :23 G ti • 4*********** *** **•k** * *******•A• *firrhkhkA** * *** * *h ** *le**A*•c******* k GENERA 144.00 CITY OF T•UKWILA, WA �,.,. TRANSMIT GENERA 30.00 hkk ** i.*****• k* * * */r * * *•h * * ****** * * *** * ** * *4; * *k* * *•**•**k *** *•h * ****h* GENERA 10.00 GENERA 15.00 GENERA 10.00 GENERA 15.00 TOTAL.. 224.00 .CASH 224.00 CHAt1GE`_ 0.00 *******\********************* * * * * * * * * *. * * * * * * *** ** *•� * **vm '94* 3974A000 16 :25 1 ANa1IX-Number :.94000886 Amount: 174.00 07/26/94 16:13 Permit No: PW94 -0063 Type: PW-LA LAND ALTERING PERMIT Parcel Not .102304 -9012 Site Address: 3414 S 116 ST Location: ON-SITE Payment Method: CASH . Notation: JIM SYLVESTER . Init: 51.0 Accunt Code OOQ ✓322.100 000/345.830 Description BUILDING - NONRES' PLAN CHECII NONRES Total (This Payment): Total Fees: Total All Payments: Balance:. 174.00 174.00 .00 Paid 144.00` 30.00 174.00 * * ***k **.*** ** * * *** **lv ** *•k***'k * *�1 fir**** **** * ** * *** **•k *irk *k* **** C J.Y.,3tf TUKWILA, WA TRANSMIT ********. 4.*****•*'******** k************** **,t• * ** * ** ***•hk**• * * **�h * **** TRANSMIT Number: 94000887 Amount: 25.00 07/26/94 16:14 Permit No: PW94-0064 Type: PW-LI LANDSCAPE IRRIGATION Parcel ‘No: 102304-9012 Site Address: 3414 S 116 ST Location: ON -SITE Payment Method: CASH Notation: JIM SYLVESTER Init: SLU ************•**•*********** * ** * **** * ** * * * * ** * * *. * * * * * ** * ** *fir* *•k * * ** Account Code 000/345.830 401/342.400 Description PLAN CHECK - UTILITY INSP FEE w FLH /LI /WME • Total (This Payment): Total Fees: Total All Payments: Balance: 25.-60 25.00 .00 Paid 10.00 15.00 25.00 4 • ''' �J H_ - LJ /�.� ���~�/ �/"��'7 -/ �~/ / -7 �� . �-. *+*+*#.*+^+****+****+***+**+*+****'*****+**+**4*+********** CIIY,*8F TUKNILA° WA TRANSMIT ****+#,**k*********kwa***+**+***********+****A**+*+*A++*****+**+A TRANSMIT Number: 94000880 Amount: ` 25°00 07/26/94 1G:14 Permit No: PW94-0065 Type: PN~SD STORM DRAINAGE Parcel No: 102304-9012 Site Address: 3414 G 116 8T Location: ON-SITE Payment Method: CASH Notation: JIM SYLVEGTER Init: SLU ***a**a+A************************4******+*a**********+****a+**** Acrount Code 000/345.830 412/342.400 Description PLAN CHECK`- UTILITY INS), FEE - .STORM DRAIN Total (Thlo' Payment): Total Fees: Total All po'ments: Balance: 25.00 25.00 .00 Paid 10.00 15.#O 25.0O CITY OF TUKWILA OF BUILDING PERMIT FEES The value of construction for new construction /additions is figured by the cost per square foot using the Building Standards Magazine. OCCUPANCY 1 TYPE OF CONST. \- COST X SQ. FEET Y8, 1g1 I�l .6 4)< a i ; c)no 141.1D X t j o3 SSA = VALUATION .391(,,31,4(o Lilo, '3(40.00 24,361'7 , 8,0 Based on $ L 13...A S. . (O vq ua of construction. Building Permit Plan Review State Surcharge Other TOTAL $ a3 %1.50 $ i SLfl.ctS $ .50 $5933.611 41 S.55.7% cf,�d *The plan review fee is due when the application is submitted. CITY OF TUKWILA Address: 3414 S 116 ST Permit No: 894 -0199 Suite: Tenant: ELECTRICAL DISTRIBUTING INC. Status: ISSUED Type: B -BUILD Applied: 05/25/1994 Parcel #: 102304 -9012 Issued: 07/26/1994 * * * * ** k **• b*****^k **** **•k*•k•k•k*•k**•k* k** k* k k•k* k k k•k k k•k•k*•k k k•k•k M•k** k•k•k* M•k•M•k k ** k k* Permit Conditions: 1. Colors and materials to b.e Per-Board 'Of-Architectural Review approval (L94 -0017) 2. No changes will be made ` to the , p 1 ans un 1 ess 'apprroved by the Architect and the:Jukwila, Bui6slding.D;ivision. 3. Plumbing permi6t -;steal 1,;` be obtaired:.through .',the Seattle -;King County Department a'f fPub `i c' Hea l th. jP'l umb.ing = =wi 1,.1 be ,'k inspected. - y'.rthat'sagency, irlclud -ing arl:l, gas pi,p;i "►'g (296-4722'41:4> 4, Electripa/1/ permstA�sha�11 be obta,1nted through`' the�Washingto:` State Di:Vision `nf Labor and,(Indus'trles and all eleotrki`cal work 01(1 be inspected by that agency (248- 6630) «. u :' 5. All reedhan i Ca 1 work shall be ''under'` separate permit through the ,City ot.j Tukwila. 6. Al l;�:permits': inspection records, and approved plans'..shal l be maintained available at the jab site prior to the start of any :'ronstruction. ,,These doc`umentsare to be, maintained available until,.f'inal inspeCtian:',app'raval is granted..;: 7. When ,special i,nspecti on ' is ;required `either the owner, arcii?tect;or engineer shall notify' the Tukwila Building Division of appointment of the- °`inspection agencies prior the ;first bUi iding' insp¢ct, ion.` Copies of' al l special insp;ecti,on reports shall be submitted to rthe .;Building D i v i,s;ion in °a ti me ly manner. Repot < sha l l conta i n ' address, pro ject name,, permit number and type Of '.i nspetct`<i on ,being 8. The special inspector shall submit a final ';signed' report statinghether the'. work requiring special inspection was,,, to the best of the inspectors knowledge, in conformance w,it;h approved'plans and specifi,cations and the applicable work performed manship provisionsof the UBC: , ' 9. All structura1`:'welding shall be done by W.A.B.4. certified welder and special inspected:(Sec.='306 (a) 5 UBC) 10. Readily accessible ,.access to:"' roo-f'< mounted equipment is required. 11. Engineered truss drawings' and calculatonsshal l be on site and available to the buiiding .inspector-for' inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 12. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 13. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 14. A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection. Minimum Class "C" roof covering is required. 15. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code _(1_991 _Second Edition) . jir.441 There shall be no occupancy of the building(s) unt i l the final inspection k , been completed by the Tu'` )la Building Inspector, This p'er4mi t is approved for the wart: to const- ruct the building shell and related site work. Certificate of occupancy will not be issued until the interior tenant improvements are completed under separate permit and approve al. %8 INSPECTION NO. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. / (206) 431 -3670 Pro j ect. 47j '� ly�I1'�( U1-1. I�'" Type of Inspect -- /- 1.r�1.:L( Address; , . �. Date Called: ��.� _ ,. r .-/ Date Wanted: �'�'-�1 / I J % 0 arm' iim) Special Instructions: ';. Li e, i y )? , Requester: - —/- 07) N ��/ o.: � :,� a-2-2 f Approved per applicable codes_.,_ __. ❑ Corrections required prior to approval. COMMENTS Date: .41,4 Aar ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept e: 141SPECTION RECORD Retain a copy with permit 01 Cj g N PERMIT No, / PE 0. (206) 431-3670 CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1Project:.E.-- .r) ,r Type of Inspection: c7.. i, n (k\ Address: 3.1 11.) . ; Date Called: 11 (0 ot Special Instructions: cl u.i-o0(03 - ROCILI -001 ?UJ (ILI -00(6 .4 . ,,,,,- La-- SD Date Wanted: ,.. am. p.m. Roquester: .._ Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'wept ' • .: 111111.1111111. -..— INSPtCTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila, WA 98188 ERM 0. (206) 431-3670 Project: o ' it4 /de/ Type ol Inspection: .. Addrn,s. ) / ') iho-tt, ...--47 Date Called: c/ Sp,eoistiistructions. .-.!""7 i \i/j/e in I • * . . ..: •. A Date Wanted: / 0/ fC)../ Requester: fill .g , oci ,t3 s 1.--.04 ,4 1716. Li,te // al--- gi4c.va 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 1) 162,e..--' 444,24 "--5 72( 40 0 R0r16-42. (v- 040° Remmts,tdr a f ..e.5 S /4r delit—A 1a4,-e-, r ri7 r C>) cid 4-1) -17- Ire.,17 s ,1_4_ si.t.07 -1-1 fr,.)Z_ / e 4' Gi<7 r Cy A er4. k 7 5) 2L );V2 „ -7...t.,z..#7 4m 4nj -,to det/zi , / u#4-il'et at, <--4, 5;517 oci ,t3 s 1.--.04 ,4 1716. Li,te // al--- gi4c.va '-ibate• )2, ED $30. iTEINSPECTION FEE R UIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: tt4.. . A. /y )iftllit - IRSPECTI0N RECORD Retain a copy with permit INSP CTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMIT (206) 431 -3670 Project: "ij / , . . • Type of Inspectign: / /w`.)(. C 40 Address: -- Date Called: j 0 i 019 _ Special Instructions: �(. G��_, N r -lb (20/. . 1G(r7 /) e' �`:.. C;t �.l ru Date Wanted: r ��/J am.p.m. Requests`'� /" / / I ,-- u� ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • :;.. °K r°e- 1,57 1)eveuvelf S C)AQ4A-i'( ry P PA iN<<M L A ccc 7- 57-41 P 4- Nf co c- e A u-- C6n(515- 6rntCY 8F 73 Gi) G L(CgrenrG 3 , A ( Pr. . CO b( r, 17` 0 ArS 7-'4 a' 6"- 7'ccr.!' e- //Y 7-/-1 u01-,2. Y `r'7"FrQ" M y 'r c' A C- A c- ,2C 1 T 0(P. 1 I A..f 4- I4,2-N- elm e 7-s v _S-A` 5rOlekA c0N,MG'TfT'— 12 .(z (P ‘)CCp I Inspector: ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1g /a- i / 1 ...d._,, r...,v.•„a.ws ,m.l...v... _^W'$,�,.. 1. t1Jr. it _d,].t._. ..,. J SPECT • N O. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 Project: c Type of tnspe it on: f . A hi H J G Address: Date Called. ' / /, a p Special Instructions: . Date Wanted: it- 5. ` am. em. Requester: _ Phone No.: pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Nka j,, 4 /7041 ire/aCrcmr -s / u.4.--p f�ti � Ut'— ��'* vi K Sc — /Id A /O A ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be,paid at 6300 Soythcenter Blvd., Suite 100. Call to schedule reinspection. [Recet No.: j Date: �.� � : ��►...�.._. . , . 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ro ect: 6r- ype o nspect ' a rem: 'q i cs )(60.1.K te .: /4 Sp al nstruct ons: . . D t W t : /7 s 9 sn.• Requeste . Phone my .....za, Of5. Approved per applicable codes. COMMENTS: 6'?‹.-1—VV--tA. S-c)AFI ■ 0 Corrections required prior to approval. e px,v AL. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ liecept No.: Dale; Th .../141,...atiXtiklellitheitt...e.4iittai#04.iii...e..Y.k.S44,A, • tot. _MO, o INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 /r347,, cv/p, PERMIT NO. (206) 431-3670 Project: ----z2 7-- a. f Type of Inspection: 4 244 444 Address: 4,,... Date Called: /0 ----/2 - ,, Special Instructions: Date Wanted:042-6-94i CE.t.15).m. Requester: Phone No.: Xr, Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eTi=eip o.: Date: INSPECT • 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431 -3670 Project: atj Va... Type of Inspection: ��, 4., ,, "% Address: �,I.r ( 9. J / f„ ! `f' Date Called: Special Instructions: .�/ 'e '�(� t - �/ l: Date Wanted: U ,,, /5 ,, a .m. Requester: Phone No.: 30_ 0-3 g ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • `Jivir% tJy1`1 17gr Gl 0 5/./i. vr9vri plz, !76' 414� -7.r�, nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o:. e^ ION O. O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I, WWI 1: 1 / „.1 (206) 431-3670 " ID OCI: / 4, / ype o nspect .n: 4 c„,k0 vylAwf.S LA &L- z.:7-A-t 141■7, . Jt,-%--t4 A N49 Address: //e/.1 //16.74,0 Date Called: ie ,SVTI % ANA 11 . Sp Intr /912 (• / 9 &/& LL Date Wanted: R) dell p.m. Requester: Ptone No.: 0 Approved per plicable codes. .2 Corrections required prior to approval. COMMENTS: c) 0\KC 1,41N5 Ut•fi■614z— --K, ir....c.u,(1._...:DIAG- "7-0 c„,k0 vylAwf.S LA &L- z.:7-A-t 141■7, . Jt,-%--t4 A N49 % 0 S P tc.) ScV-V I t ,SVTI % ANA 11 . ., . . . _ N - 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Soutlfdenter Blvd., Suite 100. Call to schedule reinspection. ecept No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 E MIT (206) 431 -3670 • rolect: , / ype o nspect • n: ` Address. z //////01&) .J Date Called: 7,;e? A v9. Sped. nstructions: < V�-� Date Wanted: am p.m. Requester: r ', Phone No.: • v 1 / Approved per applicable codes. ❑ Corrections required prior to approval. ti� ❑ $30.00 REINSPECT(ON FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPECTIO 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 RMU 0. (206) 431 -3670 rolect: Ype o nspedron: i i Address: /,( 9/94' // ' 1 ! (Sl Date Caed: fi Special Instructions: - 1 ,i _1 e) / /444MLJequester: Date Wanted: of Ls/ Phone No.: I a R'', Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. Inspector: 6 ` y Date: , f (j f e r/ I 0 $30.00 REINSPECTION FEE REQUIRED. Prior to roinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: fi 1...1.._ /10 ...._ .+Lt...c.....r /0 INSPECTION NO. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Of, PERMIT NO. (206) 431-3670 Project: 3z--- Type of Inspection: Called: i /I'valba / e/ ..../ Address: A /9 (5, iv6v—,e...)Date Special lAt4cti ns: 1- / ad 01 / 2 jaadisJA I 1 / Date Wanted: , i . .m. Requester: Phone No.: Approved per: applicable codes. 0 Corrections required prior to approval. COMMENTS: LSO c." API 1 S • .041° 40/ff /". 04, A1101 4 4 .. ., 1 ■ f .."..11 4. ..1. 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector iDate: IReceipt No.: , .4, ' : • '■•••,,Att `••■•. 4 ' 4. o INSPECTION RECORD 0 c-, Retain a copy with permit I SPE 10N10. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: ill ,./ /., ype o nspection: -onnvi , Address: //6tIL) Date Called: • - •, . I,i: ructions: 7.„09ifi„) I , ' / ia Date Wanted: ..1 / / Requester: Phone No.: c9 j 6 "oze VI\ Approved per applicable codes. COMMENTS: • 0 Corrections required prior to approval. 0"- fi 3 rjsL1 e- A.310'.ds'%-* P1/4J.(1._ o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. errRept o.: flew141; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 • ro act: , ype o nspection: ,,qq64 Address: //i/ //'Q Date Called: Date Wanted: 7 . p.m, I Ins s Spi ction: / Ijk 4/11.1 > if " ' , , , • : uester: Phone No.: i'6.1 1 \ Approved per applibable codes. ❑ Corrections required prior to approval. COMMENTS: ' eta /4 j A a. 4te b • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. j1�'ipt�Ao.: Date: __.:.• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 07 ,419? PERMIT NO. (206) 431-3670 Project: Z—kr " Type of Inspection: A dress:5V/9 L5 ile714,571" Date Called: / Sp: .:: Instructlorty0 • , p i $ ' e ia/ / , / /4 I / 4 '171 e..)- 0 ' d51. ii rrte mil Date Wanted: yhj 1 p.m. Requester: e) Phone No,: 1 3 .z)6.5 ck Approved per applicable codes. COMMENTS: ' 0 Corrections required prior to approval. Or* r YA0,_ubcct. ■." o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ..'..... a. c.9 INSPECTION NO. a s.n LLFU�✓i'taSSts� c • .1 t... ✓. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: r ype o nspection: 0 , (i1 war_ g morm Date Wanted: ress / / //6974-4.,, Sp I Inet /d / C s k Ir .,.w Requester: Phone No,: / ,,e) If KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ,r• nspector: Z ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, flee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. I'S • CTIO 0. Ji 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0/9T PERMIT NO. (206) 431 -3670 Project: ,or ypeo nspection: Address: gvf y 5 //4„../.4 Date Called: af/Poe/ 91 f7'po`' g.. rT Zn. Sp Instructlo�s` �� C(�ttlo 77,9A. g i, Date Wanted; Requester; A to (t ;.o Phone No.: /� Ll/ &Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' _.p-A-c -c_itA rT Zn. li rzi-- A to (t ;.o / IaXx -►.:0 .-,- --- t.. r.� ..0. . Inspector: Date:` Blur.; 9 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No,; Date: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 PERMIT 0. (206) 431 -3670 roieci D +S ypeo ns., ', V1477./ . me, .5 : Date calle4 — — q q Special Instructions: ' 7:00 m1/\ .P..,24 SQ...,. Qe■(tie 1 ,0/ Date War110 671 o. c7 �5'' / am p.m. Requester: c -A:14(.) Phone No.: / of Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: :O ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspe tion, fee must be pald`at ti 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. • INSP Cr +N O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: dt 1. Type of Inspection: " J Address` , J,,q ` < ,J /��I Date Called: k 4, Special Instructions: , Date Wanted: , / "� elun. Requester: Phone No.: Q / . n`J Approved per applicable codes. COM ENTS: ❑ Corrections required prior to approval. AMR..- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must <be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.° • ecelpt o.: IT h ^a i .i. ir_r."!t.iiikR.::.i- -= — _--�-r 4 xii 1f1 _ _ _ •- _ _ =i - •�iirl4�!:D4erY��Aii 4,. INSPECTION NO. ()INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ' ro ecl: # ype o nspect en: . .4 / Address: 1 1 .,..1") , / / "--• Date Called: / ,, OF Spd?nstru ons: , 73, A .2419:14 a4 /21) d.11,4&) L.:5e — Date anted: Or t, . . -Requester: .„. No::Phone kApproved per applicable codes. COMMENTS: 0 Corrections required prior to approval. t Inspector: : 716_5 is.1 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 VSz,/ (206) 431 -3670 5it Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • r _ i.c_L S : or . J `gVl1h- JX.e Itzv ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( Receipt No.: Date: / Address: 4 �D c 5> /6-714.) -te Wad: Spedai stru t : Date Wanted a p.m. t sequester 41A-) Phan°No,: V3 . o 6 5it Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • r _ i.c_L S : or . J `gVl1h- JX.e Itzv ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( Receipt No.: Date: ' . . • t 4 , „ „ , rp, City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT Permit No. 413'47/-6/ t/ Project Name C fee-ckend 1LS 4 i 10 k. '1/. Li c.7 _TOC 0' / Address i/ Suite # FINAL APPROVAL FORM Retain current inspection schedule 24' Needs shift inspection ?'(' Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM / 2.- 2_ / Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East * Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 12/23/1994 131 cb 1r4?f)r00finq - Qonerete . s 1r' n e :,cf nit JE, t e e I soils December 23, 1994 Fite: 94 -656 City of Tukwila Building Department 8300 Southcenter Blvd. Tukwila, WA 98188 Project: EBI Address: 3414 S, 116th St., Tukwila Permit No.: B94 -0199 and B94 -0227 nn1: 1 Ga 1 1i'1_'1 A.A.R. TESTING LABORATORY, INC. ,::,'l .1tU'I,I,, I' -',,. •111h~ 1.1di111idr 1:.I1ip. 4&1m4J.1' •H,11111d1blanngn„gr, This is to advise you that special Inspections are completed on the above referenced project. The following Inspections were required and copies of all inspection reports have already been forwarded to you, 1. Reinforced Concrete 2. Structural Steel- Field Welding 3. Moisture Testing 4. Expansion Anchors 5. Roof Dlaphram Nailing 6. SIesmIc Tie Strops All work Inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or vernal or written Instructions from the Engineer of Record. Our last report is dated November 8, 1994, number 9513. Sincerely, • A.A,R. TESTING LABORATORY, INC, ,rLize=4 riyuLL.4_ Klmbcrle Frathett Preslcient cc: SGA Corporation - Jim Sylvester At'ghan Associates Ferrari resign Group Redmond Tel: 881.5812 Fix 881.5441 • Bellingham Tel: 671.6430 Fox 671.6563 • P, 0. Box 2523 R?dmonei, WA f16073 DEC-23-94 SAT 02:26 PH Roofing. p crEI T9J' WA 98204 353 -5156 FAX 290-1787 12902 Hic�r��vaY 99 South Everett Composition • Tile OakEa • Soilt -Up • December 23, 1994 SGA Cor•poratioiz Attn: Jim Suite 200 204th Street S.11,1 Lynnwood, WA 99036 Re: 3414 South 116th Street, Tukwilla Pacific Star Roofing, Inc., has installed a U.S. Intec permaglass, Class A, Built-up roof system on the above referenced building. Sincerely, • DEC-_ti -• 4 SAT 0� :26.(PM Mineral Surface /5 Ply Roof {,� ...�.t •;�..�... .y.I..,• �.., "•,tin t. r,� ;'� ,• ;r .7,t y .r,4. �r;tr., P CE:THF;.• FACTION JLT b\ :i.P 1r; A $I`t•IA L T or:E PLY ULTRA EASE NAIL%eLE creole,: MATERIAL REQUIREMENTS SPECIFICATION NO, M- D5TP -N (Eligible lot 12 Year Premium Guarantee, All Zones) MATERIALS: Mechanicet Fasteners • as required lhTEC'oERMAOLA3 ULTRA BASE' • 1 Ply INTEC/PERh1AGLAS TOUGH PL'f IV - 3 Plies INTEC /PERMAG t AS ULTRA OAP Asphalt - a. a required Accessories and Flashing Materials as required APPLICATION RECOMMENDATIO )S ROOF DECK shall be firm, clean, dry and smooth, All me:.-vanes shell be applied so the flow of water is over or pare :lel to, but user against the los. INTEC /PERMAGLAS ULTRA BASE Lap 2" (5.03 cm) on s'dea, 4' (1C 18 cm) on ends and turn up to top of the cant. Nail on 9' (22.86 cm) centers Ohreugrt the laps and on 18' (0.45 ni) centers along a line 12' (0,30 m) trorn each edge, VALLEYS AND WATERWAYS shall receive an extra layer of TOUGH PLY IV which shall boat least 36'10.90 rn) wide and sha!I extend at least 8" (20.32 cm) op the inclines ouiorthe valleys. set in a uniform mopping of hot asphalt, ep lmum of 25 Ibarsquere (11.34 kgsl0.29 sq m), This ply snail be laid prior to the eppllOati0n of the roofing plies. INTEC/PERMAGLA9 TOUGH PLY IV end laps shalt be at least 4' (10.15 cm) and adjacent end leas sha(1 be at least 1:2' (0,30 rn) apart, Install three piles of TOUGH PLY IV In shingle fashion, lapping 243/ x" (0.53m)witha 11' "(0.29m) exposuro. Starter stripe of 12',24" and 3fi "(0.30, 0,61, 0,91 n1) shall be used and the second full sheet shall he laid a maximum of 10" (25.4 cm) exposure. Embed me full width of eacn ply skeet in hot asphalt, optimum of 25 Its/square ( 11.34 kgsli4.29 sq m). Each ply shall be lightly croomad as it is applied. Turn up ail plies to top of giant. INTEC /PERM,4GLAS ULTRA CAP shall bar cur Into maximum la' t5.45 m) lengths, the ient7th depending upon temperature and weather conditions, and allowed to relax. Embed ULTRA CAP into a uniform solid mopping of h01 asphalt, optlrim of 2s lbs(square(11.34kgG :92Ssgn1), ;, etneatly inplat ; with 2 "(5,08 cm) staelaps and 6' (15,24 ern) an :gips, Adjacent end laps ',hail be at 10E131 3' (0,90 rn) apart. There must oo complete adhesion between the ULTRA CAP and the mopping asphalt. Apply extra pressure to avoid creating open channels, who three or more membranes are IaPpet1, BASE FLASHING: All warranty roof systems must be (lashed socord;rg to the "Flashing Details', Section 7, All of 1ha Recommendations and Application Techniques sot land in tills manual are ConsIdet3d ,part of Ws specification. Flex Base 30 may be substituted for Ultra Base. • ASPHALT :0r •2931 7 8 T F' . 402 Mineral Surface/4 Ply Roof With Nellable Deck SPECIFICATION 1.109. M•514TP•N, M•B4SP•N' Two Fue3Tour rtpLYIV t. h1ATOIALS: Mechanical Fasteners • as required INTEC(PERMAGLAS ULTRA AS • 1 Ply INTEC /PEri. ".,GLAS TOUGH PLY IV • 2 Plies INTE0 /PE•= ',1,"- '. ":ULTRAC°P Asphalt - as required Accessories and Flashing Materials as required APPLICATION RECOMMENDATIONS ROOF DECK shall be firm, clean, thy and smooth. All membranes shall be applied $0 the flow Of water is over or per ttel to, but never against the laps. INTEC /PERMAGLA$ ULTRA BASE Leo 2' (5.08 cm) on sides, 4" (10.18 cm) on ands and turn up to top of Me cant. Nall on 9" (22.86 cm) centers through the laps and on 18' 10,45 m) oenlera along 0 line 12" (0.30 m) front each edge. VALLEYS AND WATERWAYS shall receive an extra layer of TOUGH PLY IV wntl;h shait t•e at least 36' 10.90 rn) wide and shall extend at least B' (20.32 crn) up Me inclines out °tine valleys, set In a uniform mopping Of not asphalt, optimum of 25 Ib &faquare (11.34 kgs/0.29 sq n1). This ply shall be Iald prlor to the application of the roofing plies. INTEC /PERMAGLAS TOUGH PLY IV end laps shall be at leant 4' (10,16 cm) and adjacent end laps shall be at least 12' (0.30 m) apart. install two plies otTOUGH PLY iV in shingle fashion, lapping 19" (0.48 m) with a 1 i" (0,43 rn) exposure, Starter strips of 18" and 38" (0.46, 0.90 m) shall be used and the second Lull sheet shall be laid a maximum of 1,6" (0,41 m) exposure.. Embed the full v/idth of each ply sheet in hot asphalt, optimum of 25 (b3 /square (11.34 k.s /8.29 sq m). Each ply shall be lightly brocmed as it is dppited. Turn up all plies to top of cant, INTEC(PERMAGLAS ULTRA CAP shall be cut into maximum 18' (5.48 m) lengths, the length depending upon tampers• tura and weather conditions, and allowed to relax. Embed ULTRA CAP ,nlo a uniform solid mopping of hot asphalt, optimum or 25 lbs/square (11.34 kgs /9.29 sq m), Set neatly In place with 2' (5.08 cm) side laps and 6" (15,21 Om) end laps. Adjacent an raps shall be at least 3' (0.90 m) apart, There must be complete adhesion between the ULTRA CAP and the plopping asphalt. Apply extra pressure to avoid creating open channels, where three or more membranes are lappe "/, BASE FLASHING: All warranty roof systems must be flashed according to the "Flashing paeans', Section 7. ONE PLY ULTRA BASE MATkAIAL REQUIREMENTS SPECIFICATION N0; M- B4TP -N (Eligible for 12 Year f' .emlumWarranty, Zone A) All of the Rec.rmmendations and Application Techniques set forth in this manual are Cons)dared parr of this Specification. t NOTE TO SPECIFIERS: SUPER PLY ("SP') may be specified In Zone A only ( : ;ee Zeno t,tap pg. 36). To specify. all out specification M•a48P -N and use the words DUPER PLY in place el TOUGH PLY IV wherever they [,pp03r in tris rpecl(ir.alion, Parmagi 34 Bond&U!e Elate Typo 26, Combination Base, FLEX BASE 30. Type 40 Smooth or Permavent may be substituted for ultra Base, 11ttea 3pec.at:atali Ord 414;.b le ter an INTEC/ r i t,4AGLA$ ROOF:HCi WARR/JV1Y, wren in the option of an au ;lcruay Irtec'Pernts,NSS i,. peclar, all cot ai :cn5ln our cuu $u• isterr mime nave b3en rnei, and te O••bt: h.;4 r , r ....., in 1h-,- --- -- I - 8" x 6" T E -(MJF'I Imo- 6" GATE VALVE (Fi I --FIRE HYDRANT A PER DET.,QIL CONC. BLOCK G-.., 'MJ) T. INSTALL 2 -8" GATE VALVES (FLxMJ. 1 -10" GATE VALVE (FLxMJ) 2- 10"x8" REDUCERS (FL) 1 -10" CROSS (FL) I -10" ADAPTOR (MJxFL) 1 -10" 45' BEND CONC.' BLOCKING EXISTING 12" WATER NEWOSEWER LIFT STATION DOUBLE CHECK VALVE ASSEMBLY IN CONC. VAULT PER DET., SEE, DETAIL SHEET 2 LIVE TAP EXIST. WATERMAIN AND INSTALL' 1- 10 "xl0' TAPPING. TEE r -lo- TAPPING GATE VALVE (FLxMJ) CONC. BLOCKING, So. 116th \S t. LF 52" -2" IRRIGATION METERS WI 2" SERVICE TEE (MJxFL) TE VAL`VE4 LxMJ) DI EXTENSI YD. ASSY. PER DET. IG (MJ) 2-001< ► G INSTALL - BEND '(MJ) OCKING 3AIN PIPE FROM )F VAULT TO DITCH 2" WAT WITH 2" SERVICE DOUBLE ASSY. IN PER DET EX. 10" W v 1xFL) 'ALVE (FLxMJ) <ING G. #/ 21.50 4,1 ka � n 0 • • 1 1 I �w pf' sir r ... — .3 • 21. i1 •••••• • • RE CITY • ILA JU 2 0 1994 PERMIT 1 Moo 114.0.5 )44i = D.V \v n fiN1 �GOOZ EDT - 7 -9)-0 L(511-1-. 0,'s41\ L'Iv t` ah -{� eo5 0- o as.2. Iti..am `71, R-oi/;01e Az e l' 4O I4 15 )) 4, .6).c14-).. U s k©'her0��', ) cf J 'dr e I J ( A / 6 { 1 PG s /V or Gkd E4)>4- vq )1 .s. s FIECEIVED �} CITY OF TUKWILA - - ,itJ... 1994 _..:....� PERMIT CENTER �'�tns Georg; Engineers Electrical Distributing, Inc. 104 Northwest 14th Street Portland, Oregon 97205 December 29, 1994 Geotechnical, Geoenvironmental and Geologic Services Summary Letter Supplemental Geotechnical Engineering And Construction Monitoring Services Gateway North Property' Tukwila, Washington File No. 3477002 -R73 INTRODUCTION This letter presents a summary of our supplemental geotechnical engineering and monitoring services for construction of the building fill pad for the EDI (Electrical Distributing Inc,) building at the Gateway, North development in Tukwila, Washington. We previously performed geotechnical engineering services for the Gateway North site, the results of which w ere presented in our report for the project dated November 24, 1987. Subsurface conditions at the EDI building location were evaluated by excavating a series of test pits with a backhoe on 'February 4, 1994. The subsurface conditions observed in the test pits were generally similar to those encountered for our previous study. Supplemental recommendations are presented specifically for the EDI building in our field report No.1 dated February 4, 1994. Detailed rt:sults of our construction monitoring services are presented in our daily Feld reports for the project, Nos. 1 through 1, which have previously been transmitted to you. OBSERVATIONS We. monitored the placement of the fill for footing support, the building pad and elevator pit. These services were provided on an intermittent basis from February 4 to August 17, 1994. The till generally consists of on -site silty sand with variable gravel content. The results of in- place moisture- density tests taken during the placement of the footing subgrade and building pad GeoEngineers, Inc. 5410154th Avenue N. E. Redmond, WA 98052 Telephone (206) 561.6000 Fax (206) 8616050 ". ..4,11!+7,,,,Tor nrY...J'tM A.* .1'1. s � •,.. W ' - �. �.- y....,. OG 12/29/94 12:05 FAX 2011 86,1 60150 Electrical DistrL.ng, Inc. December 29, 1994 Page 2 GEOEN'GINEERS fill and existing fill within the building footprint indicate that the fill meets or exceeds the requirement for compaction to at least 95 percent of the maximum dry density determined in accordance with the ASTM 04557 test procedure. CONCLUSIONS Based on our observations and testing of the earthwork accomplished for EDI building at the Gateway North site, we conclude that the project earthwork was completed in substantial compliance with the plans and specifications and our recommendations. If you have any questions regarding the content of this letter, please contact us. Yours very truly, /11 GeoEngineers, Inc. RMNTLIWK:wd j :umcot ID: 3477LYJI.SUM Three copies submitted cc: Shannon, Johnson and Bailey 825 NE Mulmomah St, Suite 575 Portland, OR 97232 Attn: Mr. Tim 'Haslach iS2494. Robert M. McIntosh, P.E. Project Engineer i. Robert Gordon, P.E. Principal Copyright i° 1994 Ge Engineers, Inc., All rights reserved G C o E r F t n e o r r Fits No. 3477 -042 -3173 iR0M SECOMA GLASS Glass thickness and type for a given area and specified load can be chosen by comparing the design load for chart use with the graphs to the factored glass strength. A glass can be selected fo strength when its factored strength is greater tha the specific design load at an acceptable probabil, ity of predicted breakage. Strength Multiplying Factors— To determine th strength of products other than annealed glass, u the appropriate listed strength multiplying factor The strength multiplying factors cannot be used i combination. In Graph B, Only monolithic glass o appropriate thickness should normally be used int two-side support systems.' Although heat - treated glass is stronger than annealed glass, it exhibits the same deflection characteri tics. For a given uniform static load, increaed thickness may be required to limit deflection. For additional information; on the strength and de- flection of glass subjected to uniform static loads, refer to LOF technical bulletin ATS -109, Glass Strength and Deflection Und Uniform Load. For sizes not shown, contact your LOF representative. AS'''. 10 9. 0 1•I r' , •, 1: ' ii '" `:.�!�'�OpL►@nw�n h ''• i Tempered Glass 11 13 2A Meters 41) ■ I, iIHing Glaser (both lempend) 4,0 Heal Strengthened Glass 2.0 1!0 Insulating Glass (both annealod) 1.8 Annealed Float 1.0 IA IAnlinal d 1,1) 1/4" t lv Wind 5 ).o Nnl,UIp41aly)rean'it 111 lunrlby11N'. IrvIit' IHMIunly ratuwit4 smurniairutr, Tetni ' .d•• laerlav p,nl)wi .) N1 pn'ah Ihul I OAS) )el (Mr MI'a). Unsubn Mg- two lights II(nrpml thl, kaur.l slut type anti nail b H Iu'mg9k•.Itlysoled. 1Ivol.:4renµlluvud- outlaw may rook lrh'twxyrrS,nI1Fhill %tpsI G14Ml'a•tHMI'.0. 1 amid t 'd.' Short•Irnn lour and glass rye:alum kx.than 12ir'F (49'C). 2 Suulbl lsling will slheUlkanity weaken e y glass. Tfill ndudkm IU phew strength Sandblast uK I lux uduriw 22 07.25.1994 08:55 P. 2 C�m d ti9n MILt40ANpcMpof Ar17nrd1 /rimm).iv " glue, Ole niodmum toad Wo ild be 24p,11)2 kl'e).. Fur kanpend, kwef 1u1 I (1.7vk1'e ►, but d /41c 1l n mum be m�Wlrnd. swissweswwwwwwww, dad She maximum , , o. Uniform Load- Kllopasaats 1 .1 .... 11 13 2A Meters 6.0 1!0 • IA 1/4" t lv road ).o 5/N"114) 2.0 - . I /1"112) r... 1.0 4p ` ea - 1/b"1 __ 11) .. • \„........, 13 --1.0 10 ! 10 21 10 40 10 Uniform :Load- Pounds Per Square Feel ni r , Tyyppe:or ass r • "`' ..'r • MurtIplyln$Factor'' Anncnitrl . 1.0 Heat SIr rytthend 2.1) Temp. 4.0 yr , ** *END * ** t "6. 05 -24 -1994 02 =05PM FROM Pf1C -f1IRE . NUUM CONOITiONV 76F, 50% 7bF, 55% 7Sr,601s TO S G (1 MECH Er dell wet tAlR Peet Gelb 66 I a fit: eo MICE •i • • • ' AIR THROUGH IN!T NOTE 0 62.0 64,0 65,3 10 82.8 Re 1 20 53.1 64.2 30 trs,3 84.2 10 63.5 64.6 Obtf 20 644 08.2 66.3 30 10 66.3 64.0 069 052 66.8 66.4 20 864 684 674 30 10 66.7 644 67.3. 65.5 684 86.8 20 08.2 679 88.1 20 67.8 68.7 814 10 20 84.7 66.7 68.0 07.7 67.0. 68.7 30 60.• 70.3 95 Entwine, 0rlr OuM,ror 100 H UNIT Ne1TF 21 PERCENT OUTDOOR AIR TM 10 70 An RH. 7R z7 115 1. For outdoor air parcentagia from 30% to M. it Is permissible to 2. % out lace sir ■ vutraoolate. RSH X SUPPLY FACTOR EQUIPMENT SELECTION DATA TOTAL =CFM GTH TSH ENTERING MODEL IUMBp1: QUANTITY Metes: 5a1a6t units en basis of air QWel ii h ansisl• heat eep•sity ($IIC) and oiai ;opacity (TC) band eel enlaena n na (RHO (E11B1 t'e evotpereler evils to moth fatal sensible heat (1541) v1d Grand Total Hem (GTH) leads. 41►.• •s',.ihl. hest coposit7 Is' In•ufile�i ...., eendl ► ion• tonne t. Room Tomlteteture (ocs:uaiod HEATING ESTIMATE R (vnOtwplod1 Outdoor Temoereture Item Description dustfifp X P = MN/ • F no 0 R7 ®R 13 CI Gras . Windows /Mors Single Pate '`cl=oQ� poude mine -, _ mr_'_sl© �i 7 .6126tM�e;�l .34 Mitt IELIE .14 110112511:111C411 1111511111112 'mama .2421 EMEIN MOM 113 L'igiSIom tan : lIIE .01 .03 .04 ..... ®eaiM. '64 .03 •04 05 34 .07 .0 MHO . F •04 Ital .03. El em esS `')E.-.7 • 1 L-i Walls -Licht 8" It. wt. age. concrete t+kMI rtr frame set h . 13500 ea ^ERIKE so t Ytelle+1iBium V61101mw a" towns block with 4" brick facing Warted p"iriek•cioctwNish .07 a,� -, G7 suzys. i>p1t Reefa•Liont Itrelonnedslob NO Wallin, Same winopenced OGOI timid tike m0110 In Aooft•Madium 4" concrete NO coiling Rooti'Mefium *erne wlfuvaterltiedeconetie sit+lerealm, s4 ft so 11 _sy ft FI00te 2con avte ow vented a spate s.„,..... enclosed spec or untested besernettt Hardwood !leer n} vented cowl spew mef Same over onWasad Him 0r unheated feriernent p Mi�1i In h ILEMIONEMIi .OS IERIMMERIBMIN EIMIELIMINEM EIEMEMERe■ S , ^ _ L.,' con..... gads laerlmetel (NOM 11 Qesntlant 6" Madame well nenmetn) Inflltrotibn Wm Wm Note 4) 1/2 etr clumps (hoot area 4 sir ohmic Moor see) EMI= cat h .10 .15 1 air change (floor reel . , IMIEEEiIEBIB■ . Ventiistion Outdoor sir thru apporatos UrlwNplw Hrteting Odd • Sub T� ll\a1 11) x Unoccupied Rm. TarnoOutrkr+r Temp. m STUN • // If Unoccupied or fletbsck Tamp. s 10 P Wow Oocupiid Tetllp, Set Beck CuOedty &emit' ' Unocc. HIS, Lead • m 1,20. antic 0 6u 7a. 121 °ruled Hering Load Sub Total (21: °coupled Rm. Temp.-Outdoor Temp, - STU T O r' -�.�� ETU BTU• rt Lim Goat far thOte ■ (Nast 4) OOCUOied Heating Capadtl/ r : BTU Select hewing equipment 40 NMI the enmity to mate!t or emceed the occupied or osooccopkot comity, tliititear Y genet. Uneaseened toad is urea/ melds sir in11ke dumper briny Would. NOTES: 1. Rar aorecret. Hoot on grind Nun 41611 Not of estrceed re* 2. For addled ro f fps stem of *Ming. 2. I' 4:hntion Tight Witter, 1/2 lit thongs, medium buil1Anp 3/4 air dump, Tome buildiry 1'air rf1et11e. ' 4. Caveats Wen be token only *ern thee Peet toe* ore decant is arsi reelable dufinl omrA.d titre. RECEIVED CITY OF,TUKWILA 'MAY 2 5 1994 TO .R O%pENTER Wall -Pak ORDERING SEQUENCE \ CATALOG NUMBER VOLTAGE OPTIONS (Factory Installed) ❑ TWH 250S • TWH 400S r cm I WATTS 250 400 , WEIGHT lbs. kq, 32 1 15 42 1 19 ❑ 120 ❑ 208 ❑ SF ❑ 240 ❑ OF ❑ 277 0 ORS ❑ 460 0 PE ▪ TB' ❑ •70F O LS O CR O CRT ❑ FS Shipped Installed In Fixture Single Fuse (120,277V) ' Double Fuse (208,240,480V) Ouartz Restrike System (lamp not Incl.) Photoelectric Cell Reduced Ambient Operation ( -70 °F) lamp Support Corrosion ResislanPFinish (polyester) Corrosion Resistant Finish (tenon) Full Shield for IES Cutoff NOTES: Mulli•Tap Ballast (120,208.240,277V). a May be ordered as accessory. MUST see Bldg. Mid. Options & Accessories Sheet for ordering Information, Architectural Colors (painted finish) ❑ OMB Medium Bronze O DWH While ❑ DBL Black ❑ DNA Natural Aluminum ❑ DSS Sand Slone D DGC Charcoal Grey D DTG Tennis Green O DBR Bright Red ❑ DSO Steel Blue Shipped Separately ❑ WO Wire Guard ❑ VG Vandal Guard ACCESSORIES (Field Installed) (order as separate Tine Item) Cel. Ho, Deecrlp:Ion PEK Photocell Kit PROJECT: EDI TYPE MANUFACTURER DESCRIPTION LITHONIA TWN 4005 TO VIECE(V6n CITY OF TUKWILA JUL 20 1994 PERMIT CENTER Fixture Type: TWH HIGH PRESSURE SODIUM 250/400W 15' lo 25' Mounting SPECIFICATIONS HOUSING - Rugged, lightweight, corrosion - resistant die -cast aluminum housing. All external hardware Is stainless steel. Standard finish is dark bronze TGIC polyester powder electrostatically applied and oven- cured. Other architectural colors are available as options. OPTICS - Reflector is specuiar anodized aluminum. Refractor is prismatic borosilicate glass. Lens is sealed and gaskeled to inhibit the entrance of outside contaminants. Mogul socket Is standard, Socket bracket is adjustable. BALLAST - High power factor constant wattage autotransformer. Ballast Is 100% copper wound and factory tested. Electrical components mounted an front cover. INSTALLATION - Accommodates back and top wiring. Feed -thru wiring achieved by using a condule(tee. Mounts on any flat vertical surface. Multi -wire quick•disconnect allows installation of light- weight back cover to wall. Front cover/ballast assembly plugs into supply and socket wires. LISTING - UL 1572 listed for wet locations. NOTE - Not recommended in applications where a stream of water can come in direct contact with glass lens. (AofkmA INDUSTRIAL/0/7000R LIGHTiNG A DIVISION OF LITHONIA LIGNIINO 2/89 TWH S2 r , V , 0 , I , 941011 ENVELOPE COMPONENT PERFORMANCE SUMMARY c OTETU LA JUN 221994 PERMIT CENTER THERMAL PERFORMANCE CRITERIA ..,.Y�..i?:: t•Y. ;: .: t•..:j:: .:.., r.:.... ... .. ..:.....0 R.:...i::..4t•:...... •.:: ::..:..:v.:.. f .............::tt•:::.:. .........:..•�'� :..........:.:u:r...... ... .. . . ...Y :i '•:..: .:: .::•: :.. ..... �: y..... �. �:.:. .r....:::.... .. ....... : .Zt. :�;2``$•;:.:: �:.:l �.:�A�::t: {: WALL .25 ¢ ZnSfr----_ /o62.,5 CEILING/ROOF .035 7'100 K' &, %5 FLOOR .05 . . .. ....... r....:...F. v :r... n........ : . .. ........ .. r. Y. r.. .n..,.... ... r. •:..: } {. }i:•:F.:• } }i ?i.rn. v) } ..r ......r .Y > : y' • 4v.,, .... .; ..... .. �:: :...:v:: •: .::.:...::::... .... u.. .S00:•..;:::::. Y... .•'' .................. :': ': ry::; :tt•; ?. } } }: •. :tt {:: P•r... :. :::.:::;•i:tt::•r iii:.;,•....• }:•Y:: ...:.:•' ...P METER.�::..� SLAB .56 303 / 1(941 1108 DESIGN CRITERIA TOTAL /5 9 7 , 13 PROPOSED DESIGN ..... $SEMB7c WALL ti r FL0A. Peg 1 ti„ G-too, I .0 .5 Fug F O )0CAE Er .11 ,oq c 3 4i 74,11 80,3'7 GLAZING .67 1112 4' 65!„64I- DOORS Co CEILING/ROOF ,04 SorFl -r ,i0 442- ",Z°; `f 1 I 77, 63 FLOOR SLAB (insulated) '7o • k1ME' ER' 305' 3Z.8 Zrz.1 SLAB (uninsulated) .73 PROPOSED DESIGN TOTAL / 3/ 3,85 PROPOSED DESIGN TOTAL MUST BE LESS THAN OR EQUAL TO DESIGN CRITERIA TOTAL A SKETCH OF THE ELEMENTS FOR EACH ASSEMBLY TYPE IS REQUIRED TO VERIFY UA TOTALS 12/92 <2-r FL D ) .SKETCH OF 'ELEMEK IIJSJPE PJiZ "CtaF�IGC� �3JDE�. , urn . Ir'suutrfloo STucti, .� 4po.G':. • * o , t . D IPA :Material : Thickness ;(Inches) .Per inch, RA/slue ., Cavity Oi-tr 1 Air-- . (?n, / V i 6.1Ahr�'' 0 SGI� .661 z-t''('• i i..IU L.&11 ( 9 /VII 6 -W.. '. • . GC, 2 x LI- hTu 0 ' ' `• Sum of It- Values 9 , 3 (� • U= 1 /R Framing Ratio``, Solid U -Value X Framing Ratio F xis :. U= 1 /tt NM, 0 U 1- Framing Ratio A 19. .8 ,Cavity U -value X t w 0 44 (1- Framing Ratio)', b) • O !Sum of Adjusted U- Values (a • b) , • ' ' , D !Area of Element• • • • INet Area • After. Openings Such as'. poors,: — .. Windows,, and •Skylights Have Deen''Subtracted' I.2+ El u NT' >t11.1(W 1 �f : • I ' t Z No SKETCH OF 'ELEMENT.. • IIJ�IDE P.1R... 4oFF10 t~ " c P et"&t. to; ,D. ' Urri' iti5UI, 110v4' cI1UG►b .e zf - "O,G: FLooi) :'Material : .Thickness ,(Inches) ;R -Value •Per Inch, • %R-Value.. . :Solid R -Value . Cavity OU%►D , :l , • ,6i8 , /06 5m1 e.144 ,y..,.. ' ,.56. . .5(0 S / &' 6-W..1. . ..5 .(411 11..JI12. AI _ . /oS -COS 1 ' • • - ' Sum of It- Values 9 ,ag U= 1 /R Framing Ratio ` . ", ,- Solid U -Value X ai Framing Ratio r„ :{ ,v 44 04 , ..: .. ry U= /R 41,E : 1 0` 1- Framing Ratio E.; :.'L p,. ik ,Cavity U -Value X '` (1- Framing Ratio)' .' <: !Sum of Adjusted U- Values (a + b) . . , ♦Area of Element. ,Net Area • After, Openings Such as',poors,. ••. .. and Skylights Have Been'•Subtractbdl. 6 I '• . `.Windows, :MOW FLJRR.e0 Got16... IA IALA SKETCH OF ELEMENT•; . ;..Material : .Thickness !(inches) ,R -Value •Per Inch, ‘11-Value:- . :Solid R -Value Cavity 01.1'T‘3I17E AIfZ 601.1(-. 1206.01,* 8" • 08 • l04- . C�- sA-ri 11.7 U L.AIIa] 8,55 11,117E Aig • (a e). • coS 1 ' ' `• Sum of R- Values /0 , w U= 1/R Framing Ratio > * >= <;. >,<>,;> �� � �t =:�%' >� • , Sdi Solid U -Value X Framing Ratio a) '�•� is 1- framing Ratio ..: ..ry.: styr ` .,, n �' t . ......• ,Cavity U -Value X 11- Framing Ratio)' a 4 s, ISum of Adjusted U- Valuec (a • b), 0c .1•11•1•11.111P lArea of Rlem�n� • %Net Area • After, Openings Such as•.Doorc,. .• ':Windows,, and •Skylights • Have Been'' Subtracted ` 8 q ?j `1' • • d ELEMENT - • L• Z 11,1 `' - SKETCH OF 'ELEMEIIT OVIebir* 4112.. Liprititiva:ste•5! 1►.l�lt�. Ali ` ;:•Material . .Thickness 1(inches) ;R -Value •Per Inch. • IR -Value . ' . :Solid R -Value Cavity i r A112 • 0eaa ' ' v • Sum of R- Values ` "'� ej :SYt .5 Framing Ratio t:y7, > >, }: Solid U -Value X Framing Ratio` a) U= lift 1-Framing Ratio ¢` Cavity U -Value X (1- Framing Ratio)' yAv b ) 1Sum of Adjusted U- Values ja • O. . ' ' , lArea of .Element. Net ■ Area • After. Openings Suoh es *. poors; ; Wlndows1 and • Skylights Dave Uepn.'' Subtracted I / a ELEMENT C, ?FIT SKETCH OF ELEMENT -INh10E AIR -R -11 eiATT I N'U LAT1oN METAL ei..10`7 @ vtn D.o. srsawinizut Material ouT6i Po AIR ims106- x/24 61146 oar<21PE AIR Thickness (inches) R -Value Per Inch R -Value Solid / 8 R -Value Cavity U= 1/R 1- Framing Ratio Cavity U -Value X (1- Framing Ratio) Sum of Adjusted U- Values (a + b) b) ./0 Area of Elementi Net Area After Openings Such as Doors, Windows, and Skylights Have Been Subtracted 3 •rE��ME. 1 �. SKETCH OF .ELEMENT• 5A-n- 106G LA-1-1,0 t.) WILT. W!: ;MP rLfl 2 : ... GL.Io- Amin —rairirtf (14 WNW --- ro! riskAaraummmommmor ‘Material : •. Thickness !(inches) ■Imorimaar■ssaorm,. ;R -Value Per Inch; • ‘R-Value:- . ;Solid R -Value ,, Cavity oti-r1T7E. AIg- . • ••ir7 • (•i t5l1ILr -U1 a iUi .33 ' le 12L1I,1/4I12 psGI✓ . co Z , (0.2 f31- r-r I I,1s. u .A-no l -- / st. i- r•\cCIo1. Cdt.� 1, z 1.Zy • IUsr"e, AID' , LOU •(.4,V e7A -r-i 1 1.16uL/A1 -14 • ----- ' woo° �i UP.,- Pug l.. (10'j 5 %Z " / 25 () S -7 ' • ' • Sum of R- Values '1, q 3 2 ' 06 U- 1 /R l p.< >ss. Framing Ratio /Z Solid U -Value X Framing Ratio �: A�. •+a>' , 4 ; U= 1/f1 �, ,', : 0 3 1- Framing Ratioy9'yZ Rb ,Cavity U -Value X (1- Framing •Ratio)' ' 4 z ;5 'z . C`5� b) D .3 Sum of Adjusted U- Values (a + b) , • • ' • ' r o 41- IAtea of Element• Net Area • After, Openlnfs Such as'.poors,: -• ., '.W ndows, and -Skyllghts Have Iteen''Subtraot d 4.4. 2 • • • .w »._ ... - '.. 05/18/1994 10:28 5032442887 �; ?c rct .t xr° 7 tV' �,.t c *.r,,•rv.,e.,,,, r.�n,n,..�.::.,�n:.a.,•..e AFGHAN ASSOCIATES PAGE 02 CAN 0 Olt polg41-‘ RECEIVED JUN 1' 61994 ROBERT FOSSATTI ASSOC. P Tod Cif- 4-"T`( Pssl,L �N11L�it 'vat, PC4i�ti.1 L.1--1 `i 1J 1Tt-t— p —1 c1 0 w t -- r..$ w fit.. P In 0 Y 1- vitro ►-a P q,,,,.,,a AFGHAN Assoc! Ans, INC. tf—i> . CONSULTING ENGINEERS 9320 S.W. Dubuc Blvd. , Sotto 17$ PnrtlRnd. bream 012 t 0 RY M3 ,DATE CHK BY PAW ,we NO 05/18/1994 10:28 5032442887 511, k -y v- 2 2)C(v v 2' M41 j LIb►.4' to\ AFGHAN ASSOCIATES PAGE 03 g.S pa¢ 4 De-'f r z -t 14 11. V14 a 0,0 1.';a (34 ZS7i-io -1,s = 4,4' is -,s z51I1,5 it 1.4.x' Z AFGHAN ASSOCIATE% INC. lo ' . CONSULTING RNOINBERS 9320 8. W. Borbur alvd. , Suits) 175 Portland, Omen 97219 (m 744A.4ifl PAY 044.0RA, BY Q.A D A T E J I I 5 CHI OW JOB NO ' 6-1 e.1 f. 05/1.8/1994 10:28 5032442887 V•^ x 5b4- ¢r` Op '412,4 "'tyr 10•$ (n4" V J (t- e)< (v 2- 4- P e G, AFGHAN ASSOCIATES f2AK �s4 t (�' )* vPr t' V riteAfter cAt4.4, Cpr bkz) s. 11,c CO3) t ti s z 2 411 pir L.) a 2.1,4 6. 33) 3( a p l pAr- 41 46)416 - , 1233 13(4)(6/2) (6) F ° oLo. Z.)cto t(" ca2c .. c.pir.LILL PAGE 04 FT l l� Sr,t 4 n d. i 4- 9Y AFGHAN ASSOCIATES, INC. V.. 2T, CONSULTING ENGINEERS 9320 8,W, Dubuc 131v4, , Suitt, 175 Pottlaud► 0140n 97219 .•A,• i„ •II„ A...... 041.1,0ATt /c1 f94 CM 5Y OAT! JOS NO -- . 05/10/1994 10:28 5032442987 N70 e4AiA FT,r i t I - '` � e I p1 (b') * 04 �'•4 cis (7oF L 71 / gam. Zoo 3o4 -ply n 3ou'73L Z. L' AFGHAN ASSOCIATES PAGE 05 r>' s -1.1 3Z N 3X 1. --\ 56% S PA z q; 3,• G vk. 4c," 1•,t t.-A ► $ i.' S e 3W Z.X C.► t # 2.4,0" .5 ,4 (-op .\ v,11 w+ x,74, t `` r (0 4 1/414 I.. r ZoV �+ 'r Z-1 Of ((v, Z 9( 1lx�f I/S J ` ZZ-13 332. plr- 54-\ 5 Z �1 Z V1 '32 1 3)4 t.\ Z$ u 34 i4 2.0 3• K t-A u AFGHAN ASSOCIATES, INC. CONSULTDIG ENOINBERS 93Za $.W. Barber Blvd, , @uito 175 Portland, Oregon 97219 BY --DATE - ---�^^ QNK BY DATE JOB NO 05/18/1994 10:28 5032442887 1 t� AFGHAN ASSOCIATES PAGE 06 („5(e.„ h t- GP 56°4 4, So 100 Is ; L. L j ° `n 14-'z;1 09f.- to 31+ g 2-a " 1s r w c toss -��17s (2.0) 0.4e. z. vz 0 .4t 0,15) 1r5 'SI ref 't �" ,1 —` .. _ L t 1 -f n17S() 05 I~ 0/4 x' (A M+ 1¢ X z v " PL. AFGHAN ASSOCIATES, INC. CONSULTING BNUINBBRS 9320 S.W. Birbur Blvd. , 17S Pottlnnd, Oregon 97219 (503) 244.2430, FAX 244.2889 BY 1M�;�;µ .OATB '5 4 CHK BY „OATS raa NO 94021 AHitR? nF 05/f8Y1994 10:28 5032442B87 AFGHAN ASSOCIATES PAGE 07 b. ts-rst St. 4 pl.k' 4. Dr RI' vitu • (IT p '1461 • %/.0 01' Wu. (EC pt ( e. 1 • zoo APPOOk rL. 4141 AFGHAN ASSOCIATES, INC. CONSULTING ENCODERS 9320 8.W,134tbur Blvd. • Sulto 175 Porthatd. Orem 97219 Ebi •■• ■••••*■•••■■••• Y JF _OATe e.; • It) •cti CHK BY OATE 400 NO. 9102 7 05/18/1994 10:28 5032442887 atAtA I isr LL TA AFGHAN ASSOCIATES PAGE 08 IA Ito 1.1.11 k LL 4 A L. F; s.vo' ■■•■••••••••■•••••■•• ••••■••6111k=0■10=11.111. 4/1164.1.0.■ Orp$4. Roof t, AtStiNa (3L- vitkuNi 2.0 IS^1:11( 41, + C:01 rt , Lft..14-04 - 2.9 -1 Kwron '..510c • lof -0' 7:1000 11)% Jt• (.t7.)3,14 5!:). 1.1(01 " (.%7„)0•as 1(43.0`) ••••.....•••• . 4.t' p», t.. (2Cps{Ati**Vs-ID /42 ( Lzo,..)Y..2.61 L .1 • .01(6.4\ • , kl,(047) k9.s' 4 1(.14 (.4; • .1, 4.44 tL .44, LL ROL • to. 1.%11, 3.uk LL "re. tioo to 14;A (51. k • 1?. • l• AFGHAN ASSOCIATES, INC. ED) CONSULTING ENGINEERS 9320 S.W. Batur BM. • Suite 175 Pordad, Oregon 97219 Ett.1 Ail AMA 17 kV "AAA OM BY .,„*.t,r OATS _________ CM SY OATe 400N0 't I 1934 10: 28 5032442887 " Pc1=GHAN'. ASSUCIATES F'44(ih. • to . A-I ,I4„‘ \kw' 11+ 4 4!:4W %144414V-1 2 r • "*Th Lt. 7444,1/4 .. Auto v :'t. •.10%4 et L.600, Z-. 7 i.; 4041 t t■: 1 LL : ..)c.t.." •.1. %t vcs 45,7 1 ab, -4 est Kluteri : 1.1 I b 1;1..1 • 1 VIIm ( t' !;) 4. 4ar • 1 'D ;14) 4 1'..) *4 t • 00 1 "I I \ (2C •)( 41°' • .1 •••• • we • t.. )k 4 tto •"- ▪ • (01'\((.s 41 :)C.1 11/ k - t4 4:4 • Nk 4. t .• I I k 0 .•- ("1,. )t •. , •-4 AFGHAN ASSOCIATES, INC. CONSULTING IINGINESItS 9320 S.W, Butur Blvd, , Suit* 17$ Poitland, Oman 97219 (303) 2444430, FAX 244-2887 *WWese ■M BY t DATE ■■••••••■••■•••••*,• CHK BY . OATS .••••••■•■•■•11.11.I.OlOI.M.0011 JOB NO 00'0 ANFIIT 9:1 OF 05/18/1994 10:28 5032442887 • : .1116k1/4 L t. ctO 1 je. --" F., #17 f4' !: AFGHAN ASSOCIATES PAGE 10 1 Tr!, (v (L, -r• ‘•• AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S.W. Barbut Blvd,, Sultv 175 Portland, Oregon 97219 (503) 244.2450, FAX 2442E187 bt r•••••••••••••.•••••••■•••own.••••■••• f. BY ,OATE 0.91 CH) BY °An me No - - SHEET .OF 05/18/1994 10:28 5032442887 • !ac Ct.: ,201/4 �... 10. S,Ito 1 AFGHAN ASSOCIATES PAGE 11 Lt. ' ti a `I 10 t >� (vcts+ )! LL C'':�',� 1i c. 1( 3T' AND :a TI: 44.201 y co k RA 09456 i ll•2,(.14 ), II.L(0.s'i P• II e + 'l VI 1..L 10•r►••K .j �' ►U,1 1 • »il �'� To tt A t,4: '6.91-0 r •rri I Ll °i .°15 t 4� ig .4 • u ?A.) •56(IZ' # 1 .4.. C.aLu.••■ • I I _`F w Vi 1c A1..6 rg 14.4 A �,p�14 x o,r ■ 12,10 .1 I C4 (,1510A ISp0t `i',' )(` • ) ' •, 'ALP' • LL • 4, 4.1.3k L Gl (1s1' r ) 1.1 w 4�. LZ4,»d4 1` 11.:.; ;' •1,1 %N L C Cwt_ 6'14 >1 k 1200 AFGHAN ASSOCIATES, INC,b CON$ULTINOIiNOINBBR$ 9320 S.W. Barbur Blvd. , Suite 175 —" Portland, Orogon 97219 /4Ml∎•1AA gIgA VAviAAwnn.. BY __GATE s.... I CHK BY ,OAT1. J00 NO 3,0 • 05/18/1994 10:28 5032442887 AFGHAN ASSOCIATES PAGE 12 • 1.A.• )1t. 4.1.1k •■■••, A" % ‘...dt.t. L LL 1 .11' 1.141 I 1 C,tr.0 to LL z r tiqt-k lt I 1 r'‘. LM 0:1,4 )(1.61Vcs )( \ • •91 L. t \k PAC' ,%,' S1 C ors$1 401 r.A. itt•C )k ‘11-S VV IL 90 11 CL 1.2/5 LL 1.00 1/4 r. -- L SZ 1 . ' I 'T.) 1, 2;1 1 I .0 .15 v I . V A. OlattS 114 Lkt "L (t). 40 .....1■••••40.■■••••■ y, - AFGHAN ASSOCIATES, INC, CONSULTING ENGINEERS 932013.W. Balm! Blvd. , Suite 175 Pattland, Oregon 97219 (503) 244-2450, FAX 244-2887 •••■■••••••••■•••• 1.•••■■••••••■■■••■•■••••■•••■■•••■•■•■■••••■•■•••■■••■••••■•■••■••■•■■■■•■• SY ....:11_0ffE • 10 '• CM BY OATS JOON° 144"'?..? SHEET Y"4° OF • 05/18/1994 10:37 5032442887 COL-L.11,414 S C...CA..u4 1 '. C_e5L..H..40,1 2. : AFGHAN ASSOCIATES PAGE 03 Pt„, • (05 L -0 k Ts ,• L u • 2 -() 2•IN ht. •. 6,12. • 1,31' c. • •t.1 • Hot I 14.1•04',- : 14, ( •t.c \ • • 7.1A? Vc31 • .41,1 ‘1•1 C.°17_ (71 1.11 - 1 • Z. • '\ - /) / 11r z i e r:.12 It Fl . • ' .49 t e... ,5** 1.1',•1 111 T 1Y1 T0 C. (Oat' HQ L "r 0. AFGHAN ASSOCIATES, INC, CONSULTING BM:UNSER/I 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 FE) I BY DATE I "1 CHK NY „ QATE 400 NO 94_.(212._ 05/.18/1994 10:28 5032442887 r :.t , 4)ooc Leksy 4 1'(c t r L out:. AFGHAN ASSOCIATES PAGE 13 Lu 12 rp L.019 .+1 ?! 1ga G , (foci° • (s c') r Polo :.1(14 1 • ;'.'l t..j '/o • Ljte 300,, bL ,rps4, LL. .o(,Vk"i wHf11r 40t"'sf 4017* r,x io, L , . t .'•d' ^T ;, T/ 7',� �� tit ) /IQ oI � 1 Fb! u,7 (:lr1 i,•%' 0'61 l t! 2(1, 1, G (0 Lkt TS 7x" )i f1b @ G��,0 -�, Cs ^�d -(n l.fNVl �+ Lk.l.T 4.11 s' 1(i f E(1.=,1 1' 4 J r k .x1 t In ►1 L: C(t l • . (,, z� /AMA z I)7 (4.78'. J 1Ei.3Zw` ( :7,1.:'11 1.5Ak ' 1..11.4` (in WI. L (.1. 1?q .� q,)( g1 t ► - ►1 t+ \� CpLe, o Cit t . AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S.W. BArbur Blvd. , Suite 17S Portland, Oregon 97219 ( (fl 41.04C1 FAX 944.1GQ1 BY + CHK BY „DATE, JOB NQ ,.1 ' 1 .1 05/18/1994 10:28 5032442887 AFGHAN ASSOCIATES PAGE 14 eigm. Ikea 4,41 AT Ken. lo`'' Wric 1.31141 \` 210.1(4.2 z.,) 2.1,44 k I ?C 4.16e I L ) . ► I x 1 I4 Pugt E Co►,c, c5•6 E • FORAN ASSOCIATES, INC. . 1 CONSULTING ENGINEERS 1 9320 LW. Barburalvd. , UM 173 Poland, Orson 97219 (SAM744.7ACn RAY 'AAA CPI NY . J' DATE ...1131:14 CHI BY DATE 402 ENO 05/18/1994 1 @:28 5032442887 Lc'kP . CMG— Is-rf L L -1s PAC- C r-P.ph c- �i.. 1,5. (' Q) t 12.0 p, LL T- ti »“.i ) r• 100 pct - 4t 4S -rah \ $ c� tfik‘x- slot. o4�(IS.S(to / Isla (9r— s zs,1 (I'f' K/75) AFGHAN ASSOCIATES PAGE 15 w�,� y 15 fthf C2G .3fJO p,r- 6)\ °. CO, t PIP .r.48`6 f. CA, I )/z 33 6' 114 500 3'b4 I moo(e):F NNW tto w. 1 • r 4) ('r47,5) l 154s (1f.&I) ■ A,3k. .pa F I12,2, t.1%. z (1,1e )(1> ,5/L.) 1) 712,i 75 5,5 X $,5 >C 3/i c. ✓ k' , b t °i, 4'01,; ' /r ` 1 o,zsoo Z //,1 �•3k rq ` .:"46 C410) ` \ ', Fh v+ b4 (4.10) L • iP, tie 1 1'I.v+ AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 B.W. Harbor Blvd, , Bultn 175 Portland, Oregon 97219 BY Mr DATE 5 J `9' CHK BY DATE JOB NO 06/1491994 11:03 5032442887 V7v-'\ Ott- 2 , 5 l P5 vq° 2I� q02.) .�t10 AFGHAN ASSOCIATES PAGE 03 .) v�t.4 loc'(741'(,G M (18••5)4'6 c (.0 (c/ rr Ifo s `In L)!a4ca 1 44 $ it Glo p 11,E (T 1,1 J. 17 i.76+ I btu �C 64-k Y., st.k,tr +�- �'i�ta.�r' ( kv (,) „ i t d1r.,,$ '?-. la'bi s. ,7p " 1. d- N.t ` ? I, Z y.1 . z. 1 v..> c Z.1 a /l' Z) s I. 411„3, k. }*- rr . L 3, Lis I.5-; ". "1 L. 1.4; t. 1 z Ie b Et. to , •' , P O s ry a . M.. 1< r fr, rx e.4.1a rt, . SC 'ti, ) Si o • 11ri r.., x,04.\' KRI. C- 400Gtt. l & V My .z to-L. f►..s\.., , to Gx-I4, ( V o,zZ,S (or t) Czs1) (sb') c. ( w)(4.5%) r -7t 4v s -a I ¢si 140( P,� 001- 1 1D .,liacta_ Ibu) t��'�• 1 � ,." P' ` 1,02 .1 SlIPAP ea 1 Z I' lt / , a " o Q-`"' • k't..)c. o 4'- o , -lot A' (7014.144, w ) art- Viso ,0 t,„;11 Zo b- Z' dotk1 Pis . 1111 kok... AFGHAN ASSOCIATES, INC. ' (X CONSULTING ENGINEERS 9320 S.W. Birbur Blvd. , Suitt, 175 Portland, Oragon 97219 (502) 244 -2450, FAX 244 -2887 6Y P".47- DATE l -1 b 4 CHK BY „ ..DATe J08 NO 06/14/1994 11:03 5032442887 • is 51-b F/•e'a. AFGHAN ASSOCIATES PAGE 04 t,,,,a tuF ; ' *• lSr' n,5 /� L Cpl"pip w k_1{) 13.4 ,�.T-> 151 X11 4 ..,,� 1SI • ��� te. !a� Z�' 14 1-8 161 pk- 1'r4 • E -4+1( )+ I.1 1(.18I ) +2.91(2..0 4161 (2.ts') /1,41 G.?b1. ?4 L 311 r � j [ (i.5$)a + 1.411 6 04 )3 )1,41, a dl 3`t- X.1 1I4- K. 20 io 4 51 D 3 co Tt1140 j‘.0 cE, aa111.t- ' ; L ). 1 u (3) ro 114-5, * to Ntet. , Tx 311 T t 573 71.6/ (Z-1` "e:4( sivo tip 3 S ° . �c4y is' 0 31111 X14.1 sv S oo It D•li. L. 1.0 AFGHAN ASSOCIATES, INC. � by \ DATE 6 (3' 4 CONSULTING ENGINEERS 9320 S.W. Barhur Blvtl. , SiIitO 175 Portland, Oregon 97219 CHK PY .DATE 4OPNO 41 4,) (.0(2.SOY1z. 2, I.Ob(e )] F•k ) 40C.I,S)C 2i3$ f.ss v. 4 a a., 1. 1-1 el 5Tuiip co , (3) qt. -tvc.5 AFGHAN ASSOCIATES, INC. CONSULTING IINOINEERS 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244-2450, FAX 2442887 DV eAr 0ATEGI1514- CO 39Vd SaIVIOOSSV NI-1E4 CHK BY DATC JOB NO Ct -°-i GHEE?' 1114A4. OF L88300U09 9Z:VE 066T/OT/90 n • • i 1'ij•r' • .a.v. J I J4 .IL °1=fa • ‘2,/„.t, o- 0 31 r0 "'ui'vrn 1 • n.+JVVirn 1 vJ WSJ o Alka 10 Z. 5' >x 1 lu t C$40 + 4e 4-124 ,12,3 o l)th Soo + 1 (z. ] 00.6 ( 5' g3 coot 7-Q (-0-a 5 1 `00 .w5 AFGHAN ASSOCIATES, INC. '.„(J. CONSULTING ENGINEERS 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244.2450, FAX 244 -2887 ay `n3 DA1e 5/111`\ 4 CHK NY —_ DATE JON NO,9 $nzL_ MEET • 05/18/1994 10:37 5032442887 AFGHAN ASSOCIATES PAGE 02 0,131 xL w1x[4 (tsd)(3JLs/L) (€09 zsrf( 1Ci)3,13$ Aso) C.3' +i4,) 4- 15psr.( 791) j oa.l$ + 0, 3Sell t�3 e2 (150) (3 + z$(z. ) + l5'o"1e (IC2o' J 67.13.6 L 4 LSIL) + (`u('& 0401)) 0.t *- 6,_11i. W y R t S ) C r ' 41 S/ Z. ) ♦ I S pa f (1,z-o) 3 0,13 $ 1Sp4- (lot) C.,13)) O,OLt '19‘ 1r � 31, tiL•if IZ4 s,e AFGHAN ASSOCIATES, INC, CONSULTTNO ENGINEERS 9320 B.W. Barbur Blvd. , Sulk, 175 Portland, Oregon 97219 (503) 244 -2450, FAX 244-2887 0,731 ( 443 w. 14-.to `41,0T 15,4 (d, t�L (14-j, + 7.214' zs) g 4.-1,, r i yr.\ 1...1.0 -) c 2.0 te- R e- 30, x 4- , 4' U . 0a) s. . M (1'1, I (, Z°l, 1) — ,x}-2.1 0.7,1)` /t ,fz1(4.0)(47.1) 2 5, I (.1,05 Z0, it- F-1 -(Z5. I t- 1a4) t< to s 4+,, F . a ; 2 1 ) • (10.1 I , /5. 4-c,, 4- � • = 27 GI,0S) ve,, 1c CHIC BY _MATE„^, JOtlho, 4942 SHEETJ� ,OP._ 05'19/1994 10:37 5032442887 use 112.. 0513 AFGHAN ASSOCIATES, INC, tpj CONSULTING ENGINEERS 9320 S.W. Barbur Blvd, , Suite 175 -- Portland, Oregon 97219 (503) 244.2450, FAX 244.2887 AFGHAN ASSOCIATES PAGE 04 35`1 345 3t1-..- N 4-o z-,;> 1 b� e..')4 15,(2h.) oJ>t-f I'. 23+ 2.213 VCS 2t% toA. 2v o. G., rtQrt -y j ►k� ) 104 . 6,e, c) �{� �q' N 0 ;40 �f'} 7�'sR �+rG 1� 4" `� 15061 V'c, ,gyp w BY ML0A7t il,4t' CHKBY •.bATE_,. JOB NO- !,"Za•. _. ' 05/18/1994 10:41 • 5032442887 L./ rra r ?A., To ?ear- AFGHAN ASSOCIATES PAGE 01 tAAvtir. SoioPefx r106) ae %i evowK.c,. 0 ‘- o a.c. vizt.c (1r*pbr.)(a.6 %its. t 1 z io hi- Tye 745'1 or) uS M• +ITTz. 5 l It: (z • Pod. CST; 4+ '196, 3 co... , t7 . 4s15 wA (0N 12-$414-17 �Pa<<�, oshJP , Lyvt v�C ¢" co 4 SI%) k 4.,0 to u &V) •`L- '"ci-,\SPr.e71 QL wi � � 2 _.�aat z 0.2.t.s ,ln *tot` ) (243)n/ /,.4,1 x 4 c 1 4-00 1164. fir-ort> eml +I CI if9 ., 461rc, u$1t. Zion gzoc ( ulC. 4- ‹ e, Jazz t lo 5 u 0 .3 (01$ " Pt O 5 P okt. s PtrF • AFGHAN ASSOCIATES, INC. Wes. CONSULTING ENGINEERS 9320 S.W. BOrbur Blvd. , Suite 175 Portlitid„ Onion 97219 (4(191 744.9.40 FAX 244 -2889 BY MT DATA coliz-lc. CHK AMINO RNRPT Its AF 05/18/1994 10:41 5032442887 1Mt�►Jt ID �P��`^i �5 v� AFGHAN ASSOCIATES zz56o3 ircof) (a Ls_ -Tog Kit° P 0 1C loo .7 `xautv't t1Dal4) E ▪ 3(o,$ M'IP • I Q�I Sa (48 PAGE 02 r '') r 2.1 v4 Wt. t 0-45O4--) cM tic 1 a) .1\. het' T,yri fr,oteL( ■..1 6k41) 1 3(0,,(12.0)R/2 z 6,5 +.90 to5'34��� Rtp 0. LAJ Of 45 (1 00 (itt /1 4 _ Lic4, &d K4o 3S 0( 40th) . 100r, ��' 55010(ww•4' )(z/4) (t') L) s1tRA SPROZZ, 4. sjl2'AP eon, £r1 vt tfi Z U f wr - [ vs 1- �uYS Pu�c- .� L S P ,o,4, '701 z " 35-° wig 4- 5.65' • et. 404 ok U-N ^S . 4-40 ptr (4 z 111D� & Fp, 1t'.4) t 4 1/4-rf.w L Ztf4 i r r (2.S 4.41 ) (.4) ! 2a`6 Ci 1 *104 1'1." 1-10) o v., 3 4 ° A.6 . 4 Zfbo rr L).(.I, 5S) a I°1or d 16$0 C. .) 01, 3x) 1 r. s o P'Po.x 11(4, "• 7 I1(e,7 4 0 0.c., ,..Jj 47c4, Llaab,tat. AFGHAN ASSOCIATES, INC, .PT— CONSULTING ENGINEERS 9320 S.W. Barbur Blvd, , Sumo 17$ Portland, Oregon 97219 (503) 244.2450, PAX 244.2887 By ,MT DATE 5 i l a fc CMK DY, DATE, JOE NO curer '1402.1 1 1 "It • Ghs.A Z-40 mow► 203 efyi 4-oo t ',A1 ;e- 55$00 r-- �. fr• ,�- 30 zoo (a) 1st.' 410040 TP`j (423 4- - y c 2tor° )/11,, 1(0 z.fs; .F 44,o40/2.5z,q 41 p.; 311 e. pi . c r - 4 40o4- (I4i 19 + P■ 0,00) T?( ('1• x Ico, v, a Co %goof" Ct 2.) ff 1 VIZ 10 - ,tc,`" V2-113 2.'"° Icl,q� L)$4 l.A 1 AFGHAN ASSOCIATES, INC, CONSULTING ENGINEERS 9320 S.W. Bsrbue Blvd. , Sutts 175 POrtlgnd, Oregon 97219 (503) 244.2450, FAX 244 -2887 . 67 ZePS- lb Q I ► co'?" FT z,1224,41- BY OA 1 mg 5)/31i f CHK BY,_,_.,_,OATg- JOB NO_� SHEET 1-- OF 05/18/1994 10:41 5032442887 AFGHAN ASSOCIATES PAGE 04 p rtr, 7ii -T' 0 Gt P C (Gtr 2 k Si % lJ 4-4 r Lijsk: 1 ___.rte 344. -p e 4t0),"04/- (3 $ -r) M - 344 (50)Lif,g. s$loo cnit, 1-4-(50k) .) c 51rota a = 3a11Q x C) Co)' Ct7za) .1 r = eon S 'Now 3,64- Tt'y 545 ‘41 aoP fj r 3')7t> C yew .10 1755 Tt ` 4.6'"° Alta ° oZ pa. fb Z 400 C 1, 3S) a: .$19 IFS. IISo am) g I530 (15C- 50z. 3l1Z I”o u >>tr 5r�e C'lu --03‘; WAN-S mu. 557,o Fr -16 , a i!), L. (, a,te, r 44.380 - .574. per- Li-s') _ z atx.. D � _ (0 0 L% s.' 3,)¢' 17 ZtS 3too 584- (icw000 -r -� 511f., �l SS ?Sa CIO/ .$S4 ` 1$$q -AL'. +- - cv +t,ti z. a jto (0 M I 6 5r�tis`_ t ,^ • AFGHAN ASSOCIATES, INC. p ay _'.. 'rt CATE . J.l r 19 4.. CONSULTING MOWERS 9320 S.W. Barbur Blvd, Sult. 175 Portland, Oregon 97219 (303) 244-2450, FAX 244.2887 CHK BY _, DATQ,�,,,„ JO NO' 42.1 SHEET 1 CR 06/3.4/1994 11:03 5032442887 rob. 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(,Z 55 k,3s`i) = 30 u s► <� Sc pyo�J t' tc 1--f I �c,.9Dow► S T 9 1/4A‘1364- c.ohl c roC- ��c- noe c5s) 1�.s AFGHAN ASSOCIATES, INC, CONSULTING ENGINEERS 9320 S.W. earbur Blvd. , Suitt: 17s Peafowl, Oregon 97219 (503) 2442450, FAX 2442887 PAGE 06 � 1 , (IG- '7 12, c ca.4 . j 114 C0 t') OHK BY OATH JOB NO 1d0Z7 SHEET ••••• '' OF IT- �. ---� -- -' 47.) 71114. 0 45)(a Os' (i))C 14s) - 3L� r a 4,44, w 25,Llg. 9u 0) (3),,5' • +s z. w Z45" ✓ O1ioc0 . 1_o pci~ (r Pmt Mel, - 46. (30 w- kiss' nr. Mrey g (- "S) ) /Z " Zoc� i • & '� M. o.+t r FAT. m r*, (9.65) (zo) . ,< z. x 77 ri P1rtu 1b T . lr ' ?- Tv 1`'x'(,•1 2 3 Z z.,5 te4 d :1 .• • 19zs AFGHAN ASSOCIATES, INC. px CONSULTING ENGINEERS 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244.2450, FAX 244 -2887 30 39dd ui1,Tr tr• .Z!), (5 a 1) 743 r• (4. Of 17S E Z,stco) 1/4 MOj = Mrfy C 7 4$ Mrra 35$ xf. 4 . So ( tic‘. 1a 1e G.,y d ti 11,1E(1L) 23111 PS • O, , tU S S R- r/, (* q4" 1 q/? ("5) Ali, 0.10 Dp 444.. 011K Joe No 4„w S31vI00SSa NtiH9.0 L86LbPLE09 93:Zt 066t/OT/90 06/1.01994 11:08 5032442687 • u �- AFGHAN ASSOCIATE=S PAGE 01 •jl uocr. �. L v_) Zal rot+. fit.. pr< KT6m CAL. 21,51 �, ti 1.4., \ C1, (1-)L, e 3.0 -! T a(bFCZ$L04,)C ) (4)( ') 5`( z' )04-c) t la4 • Z s4v $"T o 3s /co r, or- Myr = 4- 4.t1e'(e7,S1) I .15 cr. re � k 3 . S z- C C7. *S 20)1a •' 6./5 iF r. le, L. 'Aar rJ , tr, . 4.0 w05 4 IA) ttIA., TO coL . krr� 1 4pi* Za tat S w Cam.. v-1 ra, s Ft 1 0-5( z )(Oil) p. So S. kIr wk.', conk (t4s)(to9C(')- 13 C4 t, (olit.690459(2e1) • 1,61 ..v g- 151 < rt. 4611> Aoff' * IZ1S Mw,y z Cu, isC[ 14,9 (n') 4 f',�40')4 , Tot t;eia)1/ 2.64Cr.))C t7')3 �g rzZ. ( Fes' j2(A,10W1 P rc1 0 rot. v.'r 'A.r 17-13 th6S[14,9 (.20) k P< <'Y°) 4,5013(4o)bll 4 2.,ro` (to)L /z a AFGHAN ASSOCIATES, INC. VD CONSULTING ENGINEERS 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244 -2450, FAX 244-2887 BY __ DATE l (I =1 CHI( SY _.. DATE ') JOB NO .. `4 a SHEET �SoR !irk (4p 5 CH-7) Cool . 4P, ZPt tM„ Z°, OP � ) 14 t- 0, 4) ' 0,9 k Wu n, Sot C r, l-) 1 I �- , /it Cz ©)`/z 2 tr=y 4111 (to') 4 6,i a 21,1 4. Z' 1 , I. Z a ,4G ' 5 �-41i -rrr f. RtIr °U. R , 65 ) o C IA) ( ,) & 4-1- ; asUf jt g e� pV Na ded $G 1.4.1 5�►. *� ` Zf~ (51,1)1, IZ.( CO1..tt,� W1.� Wt ..24.L. z 44,1 z---1-•"J 0,15 Lo L 0.104- x¢ •1,1- 1Z-1$ Fr. OArrq = Iz-15 = , 6s L Z;to4.(e0) %. 1 Mrs, Mfrs L oqq fr. ,cl,¢= I.5-1 H s r.S'' L z flits- ' CIz.)'- zA1 I',, 1,51x1. 3 *- I.����4 t> (1)>45 1,lj{i: (5) As )r-f-T ' -o 0,6., r M� woo uaJj, (?'0736.'ol'S) i s ht. -1R.aT To AA, pop of- Li-At-L. SlICP AFGHAN ASSOCIATES, INC. 110 CONSULTING ENGINEERS 9320 S.W. Barbur Blvd. , Sults 175 Portland, Oregon 97219 (503) 244.2450, FAX 2444887 BY M ! OATH (A r (94, CHK BY , DATE JoaNO 14oe 4- SHEET i_14' ,oF,, _ ."w • • l•akta A LA .i1 6PP It 4-SI p*osa .. �,�s� Cl4s)C 3'cwi)- z 000)1/oi G 1,15 (.1 „53) (14s ) Mej ls''4-(4' C3i') 49s tr z 7,744(34 e- k— 0.g) r�r�5 41- �i 2,� (io) Z p ."(e, ti- M,r 0,tc, 9�7 t ' k. , o,$s7 15,4-04) /jot ;. 2.,16 tc.►r 6604 ° 0,$50)��ex�oOe)(6,5) "1140(44f 7J, 0, (4, J z l .4_) (t4- ) E 5, '1 t- '((.4 ()'4i'4) ` tAJ z 11,1V.-00 Sri rr. ;6 a (w,s” ; cL 51 (,, , e^s(z) a (59)Lcp.s ) �S,foklz II, • t1 051E- to-1 ,.5, j'tP S AFGHAN ASSOCIATES, INC..p CONSULTING ENGINEERS 9320 S,W. Harbor Blvd, , Sulte 175 Portland, Oregon 97219 (303) 244 -2450, FAX 244 -2887 TO 3JVd er.MT:. Tg_! AFGHAN ASSOCIATES PAGE 01 �.. � . tO . __ c. I �. rr- 411,1; + _ to • t.11,rtcv. *- 22,s1 19,5I .- lc0,c 171,s' c 0,10 k..F J„w- 0,9101 (z2 .S1 ) 1 0.w )0.4- 1M,, t 5') 740.2- rr k. 1,cl PM FP .KA77u, It c� 3b - F 5Z 4504 t , 65 (L) 137vo ($2) LU.5) g- 11. 4-k- ,c G 9,711 4, t1,, 01E. • i 0 • 5riK. x Co 0 Ou0 , 1ebs ><.,..c.. A e, r..• p, II. (I SS) 2a" AV SdWS ) or-- WPCs ∎li t to (.014..1 1I E 6...) 1 t 1 l'' S : c tl . 11 CI o 0 c S"k14 r. Z. /J Ca. (0,utttl $ t. o G, k t 0. (,owl IL r? (# it it vref, 0 IPI.n. y Ca 1 o,c1u1(Z' +6')z.)(I.¢) E-A 14 tout)/ ,zoT r-lr(P (kit, g .S(?). .75:,;10 (zvfv,i) 12,1 1z t 60,ns. te. 4. •.. rA,a. CI* w:1 VW I) t 1.1) ^t =7 Jai ' $. ,lei (4) 45 h , ±so '��• 0 I.K 'Z RAJ U 4a 0.9614. LS')04) 11►i5)trtss AFGHAN ASSOCIATES, INC. taL. CONSULTING ENQINEBRS (WM a SU TS- .,...- eat 1 t Ma t. 14.4 (10') a 1$4- NF's 1.040;4` :• (4.) S IAA a* w j q ■ BY IM DATE �{1 l I CHK 8Y DATE 06!14/1994 11:13 5032442887 s POI cap UN", re. AFGHAN ASSOCIATES- t DVS L f M PAGE 02 3ZS (0,s')L i') (Ise, r o, an (-t t- ,2z.sC'y )')(z'/)(to) 4_iO, 4(59CeS' /i)]rt *z.c , Z2s [COW) (es 'lL) s) J r 2,v 4 k. coP t..)%00 w 16-r'F (.2.‘ ) a D, r$$,k -!1- ?, ,ii,$ (u0, '/0 * z.,s ty r. P, c, to) on(cAF Vote' ' ft.. t , z s L C►so)C'b) )] C r, ss 03. <,-- 1p0,..' w•17 23�► ua f tf,¢'. G (� �►-+ a 4"wKP'iP C firc. .,tc. .ssp , POHAN ASSOCIATES, INC, CONSULTING ENGINEERS 9320 B.W. BuburBlvd. , Suite 113 PattLnd, Otogon 97219 (503) 2442450, FAX 244-2987 1 ov __ acre ,4 04. CHK BY ._ __CATS ,OOw0 4OZ1 • ' 05 %18/1994 10:41 5032442887 AFGHAN ASSOCIATES PAGE 05 pot; x. o,� C Z�� � Zt,l,t -• LA+s14 _p144. e 2t 11 Z • WI `''►or{ talk L'itiQ 1.1, psE•C,tZi) (U . ) *. p,145 trJw a 1S 1f5t C Cot ) K 0% 010, 1. 1 `2.1,4 / d.IgL • 0,141 Y l$ (pt (.4` v, 052. 4te. a Z. tik,F C 4') 'F 21 psy 17102.) (6.9 0 /t,' c o. t tv zr e b, .y + 5.5 a x,75 9 ,,au l 1,pof (iL.2S)( &sir.) w W l S pbE (0."15 ?N .- ql ,� C L5104, 1) A LS(.4. t4tP oil AFGHAN ASSOCIATES, INC. 1210 4••••• CONSULTING ENGINEERS 9320 S.W. l9ubux Blvd, , Salta 175 Portland, Oregon 97219 A, 41101% 4100 44144 eY 51<)1_4 CHK9Y C�j�,CM _d/1994 10:41 5032442887 AFGHAN ASSOCIATES .i: Ix.:.'L-' --UP WALL DESIGN pN�,s � Cxr�_ PAGE 06 • Date:05 -16 -1994 Sheet of Project :EDI Job No. 94027 Seismic Zone No. 3 CONCRETE $r EZE I NFOP C I I4G P TIOx ICE'.T Z E8 f'c = 4.00 Fy =60.00 As (min) _ Trial As = Ass 4' i_ kei Ec = 3605.00 ksi fr = 0.316 kui kei Es =29000.00 ksi n = 8.044 0.374 sq.in. As (bal) = 3.202 sq.in. As (max) = 1.921 sq.in. 1;, sq.in. d = 4.680 in. 1.742 sq.in. a = 1.281 in. c = 1.507 in. 0.U63 8 = 0.850 PROPERTIES h = 6.500 in Lc = 21.600 ft Hp = 1.000 ft Lp = 12.000 ft Lb = 24.000 in LEG = 2.000 ft b = 24.000 in Lt a 0.000 in e = 6.750 in Ig = 549.250 IN "4 Icr = 168.448 in "4 Lc /h = 39.877 SERVICE LOADS LOAD Po PoL Pp Pt W1 P1 H1 W2 H2 W3 RTw RBw RTeq RBeq INPUT 0.052 k /ft 0.000 k /ft 7.900 k DESIGN (based on width 'b') 0.312 k 0.000 k 7.900 k 8.212 k 0.141 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.192 k /ft 0.141 k /ft 0.000 k 0.000 k /ft 0.192 k /ft 1.667 k 1.520 k 2.270 k 2.069 k VERTICAL. f3 T$VXCE L.Oz D • 9'X' IRO 8.8 G) MID - fs = 0.053 kai Fs = 0.160 ksi (.04F'c] , 05/9,841994 10:41 5032442887 T 3~ L T LIP utA L ri Z GN Project:EDI Job No. 94027 U L Z Tv141%.r E LA DI ]D S LOAD Pou PoLu Ppu Pu Wlu Plu H1 W2u H2 W3u RTwu RBwu RTequ RBequ INPUT 0.073 k /ft 0.000 k /ft 11.060 k AFGHAN ASSOCIATES PAGE 07 Date:05 --16 -1994 Sheet - Seismic Zone No. 3 DESIGN (based on width 'b') 0.437 k 0.000 k 11.060 k 11.497 k 0.180 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0,269 k /ft 0.180 k /ft 0.000 k 0.000 k /ft 0.269 k /ft MOMS �N'T S Mw WIND Me P -8 Mtot SERVICE 2.126 k 1.937 k 3.184 k 2.902 k ULIMATE /NOMINAL LOCATION (from RB) 98.255 in -k 1.051 in -k 14.190 in -k 113.496 in -k 125.275 in--k 1.471 in--k 53.753 in -k 180.499 in -k 10.777 ft Meg SEISMIC MA P-8 Mtot 133.794 in -k 1.051 in -k 14.190 in -k 149.035 in -k 187.646 in -k 1.471 in -k 53.753 in -k 242.870 in -k Mn NOMINAL •Mn Mcr 405.695 in -k 350.176 in -k 53.442 in -k 10.777 ft IEFLEOTIONS 6n = 4.676 in. 8cr = 0.189 in. 6sa = 1.728 in. 6s (Wind) a 0.954 in. 6e (Seis) 1.406 in. ' 05'1b/1994 10:41 5032442887 TS LT S ON AFGHAN ASSOCIATES PAGE 08 Date:05 -16 -1994 Sheet of Project:EDI Job No. 94027 Seismic Zone No. 3 CONCRETE & X E 1 NF0Rc 11`1'0 PR.C.OF'ERT 1 E8 f'c = 4.00 ksi Ec = 3605.00 ksi fr = 0.316 ksi Fy =60.00 ksi Es = 29000.00 ksi n = 8.044 As (min) = 1.465 sq.in. As (bat) a 12.529 again. As (max) 0 7.517 sq.in. Trial Aa = 4.340 sq.in. d = 2.930 in. Ass = 4.740 aq.in. a = 0.558 in. c = 0.655 in. • = 0.888 0(o" '.L. 6 = 0.850 11' AZT L PROVE RT I E -r h = 6.500 in Lp = 25.000 ft b = %150.000 in Ig = 3432.813 IN "4 Lc = 27.000 ft Lb = 150.000 in Lt = 0.000 in Icr = 211.289 in-4 Hp = 1.000 ft LEG = 12.500 ft e = 6.750 in Lc /h = 49.846 SERVICE LOADS LOAD Po PoL Pp Pt W1 P1 H1 W2 H2 W3 RTw RBw RTeq RBeq INPUT 0.052 k /ft 0.000 k /ft 16.500 k 0.188 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.256 k /ft DESIGN (base on width 'b') 0.650 k 0.000 k 16.500 k 17.150 k 0.188 k /ft 0.000 k 0.000 k /ft 0.256 k /ft 2.729 k 2.535 k 3.717 k 3.451 k VERTICAL SERVICE LO .Ia STREBtB @ 4ID -11T . fs = 0.018 ksi Fs = 0.160 ksi (.04F'c] 05/18/1994 10:41 5032442887 r..:11"-1.7P WALL D E 8xGN Project:EDI Job No. 94027 LOAD Pou POLu Ppu Pu Wlu Plu H1 W2u H2 W3u RTwu RBwu RTew RBequ INPUT 0.073 k /ft 0.000 k /ft 23.100 k AFGHAN ASSOCIATES PAGE 09 DESIGN (based on width 'b') 0.910 k 0.000 k 23.100 k 24.010 k 0.240 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.359 k /ft 0.240 k /ft 0.000 k 0.000 k /ft 0.359 k /ft MOMENT 8 SERVICE INNOM 3.480 k 3.232 k 5.213 k 4.840 k ULIMATE /NOMINAL Date: 05 -16 -1994 Sheet_ of Seismic Zone No. 3 LOCAT ION (from RB) Mw WIND Me P -6 Mtot 205.014 in -k 2.191 in -k 37.044 in-k 244.249 in -k 261.393 in -k 3.067 in -k 262.552 in -k 527.012 in -k 13.481 ft Meg SEISMIC Me P-6 Mtot 279.169 in -k 2.191 in -k 37.044 in -k 318.403 in -k Mn NOMINAL 4 Mn Mcr 391.534 in -k 3.067 in-k 262.552 in -k 657.153 in -k 761.702 in -k 676.153 in -k 334.016 in -k 1�EFL T at, QNS 6n =10.935 in. 6cr = 0.295 in. 6sa = 2.160 in. 68 (Wind) s 0.295 in. 65 (Saie) 4 0495 in. 13.481 ft t. u Z1 „ (,112 3 i`1' ' 7(4" ( /r� ` 211(,4)* UL 61.6 l.vkt)S (f 6 t- pNbls) ?sat.. w,c`IH c &V l-1 4\MA 10` Wvoz "(.1Zz5)(24I1-.) lgplf I co 1'o,. 13 pJ (4') , oc Z te-1f• a e. inn,,. ° 1101 • Z.� �- � � � �;�?r� �i� p � G 3 � 3'21 e. 1.1:10S2, L ,itiv) -1 ,13ssc3,!3) '!4,si. +,dS1)T 6, 4: : (a� ) 40 Fmk- 'AT z. CpI46 ' ► 0,90 r 4-p ec'(zo' f e.) ((is' 4 24,,1.10 K I ck • ;PI sc.” a 9,1(flt / c !75. 2I•�.` c al d1 . (S2-. 1 n a.oS4 k+t a e G (.•,is x 3'4 5,tr is.$`b 9 / t d,`jba • �,,. ` 0, 31.-4•14-OF o 4,,,(0.75. AFGHAN ASSOCIATES, INC. if..V CONSULTING ENGINEERS 9320 S,W, Barbor Blvd. , Suite 175 Ponlaad, Oregon 97219 (503) 244.2450, FAX 244.2887 i)5L '' D,°I(A C »'.Z- 1') ` j,$G -,; t;.-i c 3 �S e.v,2 „,4 s. c.,,5C.3t.4J + was* (5.ts)3 1.30) etkrer (i') k24,�IG) RS� '1 to SY fA DATE 5. CHK PY _DATE JO0NO,_ SHEET w t _OP 05/18/1994 10:47 5032442887 AFGHAN ASSOCIATES ''r1 tT -zap WALL nEszGri tAJ16105 PL PAGE 02 • Date:05 -16 -1994 Sheet Project:EDI Job No. 94027 Seismic Zone No. 3 CONCRETE & ]FtB 1 NYs'CiHC 1 NG P ROPERT 1 InS3 f'c = 3.00 Fy =60.00 As (min) Trial As = hie ksi Ec = 3122 kei Es =29000 1.871 sq.in. As 3.4, eq , in . 3.638 sca. in. 0.872L_ 00 )0.5- .02 ksi fr a 0.274 ksi .00 ksi n = 9.289 (bal) = 12.007 sq.in. As (max) = 7.204 sq.in. d = 4.680 in. a = 0.713 in. c = 0.839 in. 8 = 0.850 VPINEI.a PROPEaT I ES h = 6.500 in Lc = Lp = 20.000 ft Lb = b $120.000 in Lt = Ig = 2746.250 IN-4 Icr = 26.200 ft 120.000 in 0.000 in 522.171 in-4 Hp = 1.800 ft LEG = 10.000 ft e = 3.400 in Lc /h = 48.369 SERVICE LOAD$ LOAD • Po PoL Pp Pt INPUT 0.907 k /ft 0.000 k /ft 14.000 k DESIGN (based on width 'b') 9.070 k 0.000 k 14.000 k 23.070 k W1 0.150 k /ft P1 0.000 k H1 0.000 ft W2 0.000 k /ft H2 0.000 ft W3 0.212 k /ft 0.150 k /ft 0.000 k 0.000 k /ft 0.212 k /ft RTw RBw RTeq RBeq 2.244 k 1.956 k 3.172 k 2.764 k TEntrxC1kL+ SL! VICE L4A1D . $TRE$ts @ M =1] -HT fs 0.030 ksi Fs r 0.120 ksi (.04F'c] 05/18 ✓1994 10:47 5032442887 TX L'r -t. P WALL E ESIGN pt,Jc 114 AFGHAN ASSOCIATES PAGE 03 Project:EDI Job No. 94027 trz43C1ATIE LOAr0S LOAD INPUT DESIGN (based on width 'b') 12.698 k 0.000 k 19.600 k 32.298 k you 1.270 k /ft PoLu 0.000 k /ft Ppu 19.600 k Pu W1u Plu H1 W2u H2 W3u RTwu RBwu RTequ RTequ 0.191 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.297 k /ft M ©ME N T SERVICE 0.191 k /ft 0.000 k 0.000 k /ft 0.297 k /ft 2.861 k 2.494 k 4.449 k 3.877 k ULIMATE /NOMINAL ' Date :05 -16 -1994 Sheet of Seismic Zone No. 3 LOCATION (from RB) Mw WIND Me P -8 Mtot 152.994 in -k 15.346 in -k 48.355 in -k 216.695 in -k 195.068 in -k 21.485 in -k 183.103 in -k 399.656 in-k Meg SEISMIC Me P -8 Mtot 216.232 in -k 15.346 in -k 48.355 in -k 279.933 in -k 303.266 in -k 21.485 in -k 183.103 in -k 507.853 in-k Mn NOMINAL OM Mot' 897.582 in -k 783.046 in -k 231.413 in -k 13.038 ft 13.038 ft DE` L E CT I ONS 6n = 5.669 in. 6cr = 0.278 in. 6ea = 2.096 in, 6s (Wind) = 0.278 in. 6g (fiefs) = 0.671 in. • ' 05/18/1994 10:47 5032442887 AFGHAN ASSOCIATES e Z I.sT --UV wpA LL DEs IGN PAGE 04 • Date:05 -16 -1994 Sheet Project:EDI Job No. 94027 Seismic Zone No. 3 C CX)14CIi.I.VVIE & R rtmxbrxrancrisro 12R0PERT1ES f'c = 3.00 Fy =60.00 As (min) = Trial As • Ase ksi, Ec = 3122.02 ksi fir = 0.274 ksi ksi Es =29000.00 ksi n = 9.289 1.871 sq.in. As (bal) = 12.007 sq.in. As (max) = 7.204 sq.in. 3.100 sq.in. d = 4.680 in. 3.867 sq.in. a = 0.758 in. c = 0.892 in. 0.861 8 = 0.850 PANEL PROVERTxES h = 6.500 in Lc = Lp = 20.000 ft Lb b = %120.000 in Lt = Ig = 2746.250 IN "4 Icr = SER fICE LOADS LOAD Po PoL Pp Pt Wl P1 H1 W2 H2 W3 RTw RBw RDeq RBeq INPUT 0.907 k /ft 0.980 k /ft 14.000 k 26.200 ft 120.000 in 0.000 in 543.793 in-4 Hp = 1.800 ft LEG = 10.000 ft e = 3.600 in Lc /h = 48.369 DESIGN (based on width 'b') 9.070 k 9.800 k 14.000 k 32.870 k 0.150 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.212 k /ft 0.150 k /ft 0.000 k 0.000 k /ft 0.212 k /ft 2.244 k 1.956 k 3.172 k 2.764 k '`7ERTICJ%L SER'U'XCE LOAD' STRESS gi HID -HT . fs = 0.042 kei Fs lc 0.120 ksi (.04P'c) 1='1.1L, wkor, Project:EDI Job No. 94027 ULXMd14.TE LOADS LOAD INPUT DESIGN (based on width 'b') Pou 1.270 k /ft 12.698 k PoLu 1.372 k /ft 13.720 k Ppu 19.600 k 19.600 k I'u 46.018 k W1u 0.191 k /ft 0.191 k /ft Plu 0.000 k 0.000 k H1 0.000 ft W2u 0.000 k /ft 0.000 k /ft H2 0.000 ft W3u 0.297 k /ft 0.297 k /ft RTwu 2.861 k RBwu 2.494 k RTequ 4.449 k RBequ 3.877 k M01%1ENT8 SERVICE . Date :05 -16 -1994 Sheet' Seismic Zone No 3 ULIMATE /NOMINAL LOCATION (from RB ) Mw 152.994 in -k 195.068 in -k WIND Me 33.806 in -k 47.328 in -k 13.038 ft P -8 68.896 in -k 260.138 in -k Mtot 255.696 in -k 502.534 in -k Meg 216.232 in -k SEISMIC Me 33.806 in -k P -6 68.896 in -k Mtot 318.933 in -k 303.266 in -k 47.328 in -k 260.138 in -k 610.732 in -k 13.038 ft Mn NOMINAL OMn Mar 932.077 in -k 802.209 in -k 231.413 in -k DEFLECTIONS 6n = 5.653 in. 6cr is 0.278 in. 6sa = 2.096 in. 6s (Wind) a 0.464 in. 6s (Sets) • 0.949 in, w10 05/28/1994 10:47 5032442887 'gs%' " -UP' WALL DES XMN Project :EDI Job No. 94027 CONCRETE f'c = 3.00 ksi Fy =60.00 ksi. As (min) = 1.871 Trial As = 3.100 Ase = 4.323 (1) = 0.837 AFGHAN ASSOCIATES PAGE 06 Date:05 -16 -1994 Sheet of Seismic Zone No. 3 $e FtEZNP'ORCCZNG P 1tOPEfl VIES Ec = 3122.02 ksi fr = 0.274 ksi Es =29000.00 ksi n = 9.289 sq.in. As (bal) = 12.007 sq.in. As (max) = 7.204 sq.in. sq.in. d = 4.680 in. sq.in. a = 0.848 in c = 0.997 in. B = 0.850 P.AN'EL P'rHDPE1 T1ES h = Lp = b = Ig = 6.500 in 20.000 ft %120.000 in 2746.250 IN-4 Lc = 26.200 ft Lb = 120.000 in Lt = 0.000 in Icr = 584.264 in-4 Hp = 1.800 ft LEG = 10.000 ft e = 3.600 in Lc /h = 48.369 SERVICE LOAI B LOAD Po PoL Pp Pt W1 P1 H1 W2 H2 W3 RTw flew 1 Teq kBeq INPUT (based 1.210 k /ft 2.630 k /ft 14.000 k DESIGN on width 'b') 12,100 k 26.300 k 14.000 k 52.400 k 0.001 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.001 k /ft 0.001 k /ft 0.000 k 0.000 k /ft 0.001 k /ft 0.015 k 0.013 k 0.015 k 0.013 k ERTICAL SE RAT 10E LOAD• ST FEE SiS 0 MIrs-HT ,. s = 0.067 ksi 0.120 ksi. (.04F'cj 05/'10/1994 10 :47 5032442887 S' =LaT -UP WALL DESIGN 9‘.A 'au AFGHAN ASSOCIATES Project:EDI Job No. 94027 tlL1LTATJE•± LOADS LOAD INPUT DESIGN (based on width 'b') 16.940 k 36.820 k 19.600 k 73.360 k Pau Potu Ppu Pu Wlu P1u H1 W2u H2 W3u RTwu RBwu RTequ RBequ 1.694 k /ft 3.682 k /ft 19.600 k I✓lC)ME N T S 0.001 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.001 k/ft 0.001 k /ft 0.000 k 0.000 k /ft 0.001 k /ft SERVICE 0.019 k 0.017 k 0.021 k 0,018 k ULIMATE /NOMINAL PAGE 07 Date :05 -16 --1994 ShOet. of Seismic Zone No 3 LOCATION (from R8 ) Mw WIND Me Mtot Meq SEISMIC Me P -b Mtot 1.020 in -k 68.794 in -k 109.830 in--k 179.644 in -k 1.020 in -k 68.794 in -k 109.830 in -k 179.644 in -k 1.300 in -k 96.311 in -k 413,683 in -k 511.295 in -k 1.430 in -k 96.311 in -k 413.683 in -k 511.425 in -k 13.038 ft 13.038 ft Mn NOMINAL 44Mn MCr 998.986 in -k 836.450 in -k 231.413 in -k D1 P L)CT IONS bn = 5.639 in. bcr = 0.278 in. 6sa = 2.096 in, be (Wind) m 0.278 in. 6s (Sens) • 0.270 in. • 05/18/1994 10:47 5032442887 •1• X T; T -- LJ WA ][.. L D E 6s Z GN AFGHAN ASSOCIATES PAGE 08 Date:05 -17 -1994 Sheet of Project:ED/ Job No. 94027 Seismic Zone No. 3 Cc NC1 B PE Ss H E 1 Z'FC011C 1 NG P ROPICWI ' 1 E f'c = 4.00 ksi Fy =60.00 ksi As (min) = 0.561 Trial As = _„88 Ase m 3.26 = 0.850 Ec = 3605 Es =29000 sq.in. As sq.in. q.in. .00 ksi fir m 0.316 ksi .00 ksi n = 8.044 (bal) = 4.803 sq.in. As (max) = 2.881 sq.in. d = 4.680 in. a = 1.602 in. c = 1.885 in. t3 = 0.850 1:0,111,24 E 1.. ROPERT 1 E h = 6.500 in Lc = 21.600 ft Hp = 1.000 ft Lp = 14.000 ft Lb = 36.000 in LEG = 3.000 ft b = 36.000 in Lt = 0.000 in e - 3.800 in Ig = 823.875 IN "4 Icr = 285.765 in-4 Lc /h = 39.877 SEfVI CE LOAL►S LOAD Po PoL Pp Pt INPUT wi P1 H1 W2 H2 W3 RTw RBI/ RTeq RBeq 1.020 k /ft 0.000 k /ft 9.500 k 0.164 k /ft 0.000 k 0.000 ft 0.000 k/ft 0.000 ft 0.224 k /ft DESIGN (based on width 'b') 7,140 k 0.000 k 9.500 k 16.640 k 0.164 k /ft 0.000 k 0.000 k /ft 0.224 k /ft 1.939 k 1.767 k 2.648 k 2.414 k VERT1CALI SERVICE 8 T"RE88 0 MX Her . fs = 0,071 ksi Fs = 0.160 ksi (.04F'c] 05A'18/1994 10:47 5032442887 T 1 L 'I--UP WALL 1 ES 1ON Project:EDI Job No. 94027 UL I MI TE LOADS AFGHAN ASSOCIATES PAGE 09 LOAD INPUT DESIGN Pou Po bu Ppu Pu 1.428 k /ft 0.000 k /ft 13.300 k (based on width 'b') 9.996 k 0.000 k 13.300 k 23.296 k Wlu Plu H1 W2u H2 W3u RTwu RBwu RTequ RBequ 0.209 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.314 k/ft 0.209 k/ft 0.000 k 0.000 k /ft 0.314 k /ft • MOMSN'I'S SERVICE 2.472 k 2.253 k 3.714 k 3.386 k ULIMATE /NOMINAL Date:05 -17 -1994 Sheet . Seismic Zone No. 3 LOCATION (from R8) Mw WIND Me P -8 Mtot 114.282 in -k 13.537 in-k 28.754 in -k 156.573 in -k 145.710 in-k 18.952 in -k 115.107 in -k 279.768 in -k 10.777 ft Msq SEISMIC Me P -8 Mtot 156.093 in -k 13.537 in -k 28.754 in -k 198.384 in -k 218.920 in -k 18.952 in -k 115.107 in -k 352.979 in -k 10.777 ft Mn NOMINAL ipMn Mor 727.334 in -k 618.396 in -k 80.164 in -k DEFLEC'Y'=011E1 on = 4.941 ir►. Dior m 0.189 in. 6sa = 1.728 in. 6s (Wind) m 0.750 in. 6s (Seis) = 1.057 in. 05/1.8/1994 10:47 5032442887 era 1.. T - L7 P WALL DEC S I G N project :EDI Job No 94027 CC3NC11 ETE f'c = 4.00 ksi Fy =60.00 ksi As (min) = 0.561 Trial As = 2 Ass = 3.446 = 0.827 AFGHAN ASSOCIATES PAGE 10 Date:05 -17 -1994 Sheet of Seismic Zone No. 3 ER REINP'ORCI1V'G PROF' Ertli, I ES Be = 3605.00 ksi Es ■29000.00 ksi sq.in. As (bal) = sq.in. d = q.in. a = PANEL PROPER'x°IES h Lp = b Ig = 6.500 in 14.000 ft 36.000 in 823.875 1N-4 Lc Lb Lt = Icr = 21600 36.000 0.000 295.194 fr = 0.316 ksi n = 8.044 4.803 sq.in. As (max) = 2.881 sq.in. 4.680 in 1.689 in. c = 1.987 in. 0.850 ft in in in, 4 Hp = 1.000 ft LEG = 3.000 ft e = 3.800 in Lc /h = 39.877 SERN 2 CE Lonna LOAD PO PoL Pp Pt W1 P1 H1 W2 H2 W3 INPUT 1.020 k /ft 1.090 k /ft 9.500 k DESIGN (based on width 'b') 7.140 k 7.630 k 9.500 k 24.270 k 0.164 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.224 k /ft RTw RBw RTeq RBeq 0.164 k/ft 0.000 k 0.000 k /ft 0.224 k /ft 1.939 k 1..767 k 2.648 k 2.414 k VERTICAL SERVICE LO.A.D STRESS 0 Min-HT fs Fs = 0.104 ksi 0.160 ksi (.04F'c) 05/16/1994 10:53 5032442887 P rz Lr-UrP wAL... DESYcN ""i 6\tA5 �L� Project:EDI Job No. 94027 AFGHAN ASSOCIATES PAGE 01 Date:05 --17 -1994 Sheet Seismic Zone No. 3 C Cc.n.TCRErrE Se TIE X, NF'CQFl,C11ST Ft0PE14T1ES f'c a 4.00 kai Fy =60.00 ksi As (min) = 0.561 Trial As = 2.88 Asia = 3. 0 = 0.789 Ec = 3605.00 ksi Es =29000.00 ksi again. As (bal) sq.in. d q.in. a = (ko) *5 8 PANEL 1' 1101'EP4T 1 S h = Lp = b = Ig = 6.500 in 14.000 ft 36.000 in 823.875 IN -4 Lc = Lb = Lt = Icr = 21.600 36.000 0.000 312.057 fr = 0.316 kai n = 8.044 4.803 sq.in. As (max) = 2.881 sq.in. 4.680 in 1.834 in. c = 2.158 in. 0.850 ft in in in-4 Hp = 1.000 ft LEG = 3.000 ft 3.800 in Lc /h = 39.877 SERV =CE L0l;.rs LOAD Po PoL Pp Pt W1 P1 H1 W2 H2 W3 RTw RBw RTeq RBaq INPUT 1.020 k/ft 2.900 k /ft 9.500 k DESIGN (based on width 'b') 7,140 k 20.300 k 9.500 k 36.940 k 0.001 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.001 k /ft 0.001 k /ft 0.000 k 0.000 k /ft 0.001 k /ft 0.012 k 0.011 k 0.012 k 0.011 k VERTICAL. SEWU'3~CE L.CMAi1) • S TIRE SS Q T_D -HT . 0.158 kai 0.160 kai (.04F'c] fs = Fs = 05/18/1994 10:53 5032442, TILT -UP WALL nnsICN AFGHAN ASSOCIA/ PAGE 10 Pate:05 -16 -1994 Sheet,,._._ of Project:EDI Job No. 94027 Seismic Zone No. 3 IJL, IMATE LDIUDi LOAD INPUT DESIGN (based on width 'b') 0.910 k Pou PoLu Ppu Pu Wlu P1u H1 W2u H2 W3u RTwu RHwu RTequ RBcqu 0.073 k /ft 0.000 k /ft 25.900 k 0.000 k 25.900 k 26.810 k 0.295 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.442 k /ft 0.295 k /ft 0.000 k 0.000 k /ft 0.442 k /ft MOMENTS SERVICE 4.163 k 3.347 k 6.245 k 5.021 k ULIMATE /NOMINAL LOCATION (from RR) Mw WIND Me P -6 Mtot 178.993 in -k 2.216 in -k 35.236 in -k 216.445 in -k 228.216 in -k 3.102 in -k 149.782 in -k 381.100 in -k 11.364 ft Meg SEISMIC Me P-6 Mtot 244.081 in -k 2.216 in -k 35.236 in -k 281.533 in -k 342.324 in -k 3.102 in -k 149.782 in -k 495.208 in -k 11.364 ft Mn NOMINAL c*Mn Mcr 733.074 in -k 617.772 in -k 80.164 in -k DEF'L.ECT IaNSS 6n = 5.587 in. 6cr m 0.214 in. 6sa = 1.840 in. 6s (Wind) = 1.336 in. 6s (Sets) a 1.871 in. 05/18/1994 10:53 5032442887 ✓ , u 4,P AFGHAN ASSOCIATES dal.. ‘,..A •.ot te 1-AMITVA t3P1 Wu, (Zeta.) 2.5 3..: (3(i S'IZ.) + el P&P (P,L' )1;� PAGE 03 Lit NI" 0, Z IZ t'r- ,ISo e (412, + 3,5 �'►Jlr w"C °I� p;,� ( E. fr" .1 z44 )( &A 1 t I4.�}:Ir. .b 15.4' f . -t 1" Fwpitt,. 1 tAN te. Q G 1G • c 4- tk. ►.a,. w t PM 4-- 20 ' 1rEb\ tAAtiM * tol "-)k4l d,Z1Z. viw E. o,t50 004. pt, z739 1rY e paL wT = I4-,4- AFGHAN ASSOCIATES, ENC. CONSULTING ENOINIIERS 9320 $,W. Barbur Blvd, , suite 175 Poitlaad, Oregon 97219 (503) 2442400, FAX 244.2881 BY TE O _t • CM BY . OATS ..�. JW NO `it Aft 21 11114PPT W �� (W • 05/:,6,'1994 10:53 5032442887 AFGHAN ASSOCIATES .. ,..._., .. ....e r rev ks, a., j..4 LJ b: 3 I G N Project:EDI Job No. 94027 CONCRETE Se REJEKVCIRC3ENC4 1'ROPECRTIE63 PAGE 04 Date:05 -16 -1994 Sheet of Seismic Zone No. 3 f'c = 4.00 kai Fy =60.00 ksi As (min) = 0.555 Trial As = 2.8 Ase = 3.246 cp = 0.849 Ec = 3605 Es =29000 sq.in. As eq.in. q.in. .00 ksi fr a 0.316 ksi .00 ksi n = 8.044 (bal) = 4.752 sq.in. As (max) = 2.850 sq.in. d = 4.630 in. a 1.591 in. c = 1.872 in. B = 0.850 r ANEL F+fcWERTIES h = 6.500 in Lc = 25.400 ft Hp = 2.600 ft Lp = 20.000 ft Lb m 36.000 in LEG = 3.000 ft b = 36.000 in Lt = 0.000 in e = 6.750 in Ig = 823.875 IN "4 Icr = 277.333 in "4 Lc /h = 46.892 SERVICE LOADS LOAD Po PoL Pp Pt W1 P1 H1 W2 H2 W3 RTw RBw RTeq RBeq INPUT 0.256 k /ft 0.000 k /ft 14.400 k DESIGN (based on width 'b') 2.560 k 0.000 k 14.400 k 16.960 k 0.150 k /ft 0.000 k 0.000 ft 0,000 k /ft 0.000 ft 0.212 k /ft 0.150 k /ft 0.000 k 0.000 k /ft 0.212 k /ft 2.315 k 1.885 k 3.272 k 2.664 k VERTICAL SERVICE LOAD . STRESS @ MID-HT. fs = 0.072 ksi Fs = 0.160 ksi (.04F'c) I 05/18/1994 10:53 5032442887' AFGHAN ASSOCIATES TILT --UP WALL DES ON' R { • vV.\ Tr-0 9Job Pro j ect : EDI No . 94027 0.4 q 4,`er. r.• AIL. ZMA'T'E LOADS :H LOAD INPUT , Pou .:: PoLu Ppu Yu �•Wlu :. •' .H1 ;•tW2u +`'',: 143u •1 RTwu • RBwu . RTequ RTequ 0.358 k /ft 0.000 k /ft 20.160 k :1, PAGE 05 •Date:05 -16 -1994 Sheet„___- of CT2 Seismic Zone No. 3 DESIGN ' (based on width 'b') 3.584 k ' 0.000 k + 20.160 k ' 23.744 k MOMENTS 0.191 k /ft 0.000 k ft V- 0.000 :•. 0.000 k /ft,, //; 0.000 ft ij, , 0.297 k /ft� 1• t 0.191 k /ft 0.000 k 0.000 k /ft 0.297 k /ft 2.952 k 2.403 .k 4.589 k 3.737 k NI SERVICE ULIMATE /NOMINAL, LOCATION (from RB) Mw 142.135 in -k 181.222 in -k WIND Me 8.549 , in -k 11.969 in -k , 12.567 ft P -8 34.463 in -k 164.093 in -k• Mtot 185.147jin -k 357.284 in -k Meg SEISMIC Me P -8 Mtot 200.884 in -k 8.549 in -k 34.463 in -k 243.896 in-k 281.740 in -k. 11.969 in -k 164.093 in -k 457.802 in -k 12.567 ft Mn NOMINAL rliMn Mcr 713.975 in -k. 606.354 in-k 80.164 in -k ,D E F L. E C 'x' X ON S �8n = 6.911 in. • ; bc:c = 0.261 in. `8sa = 2.032 in. :8s (Wind) a 1.363 in. '6s (Seia) = 1.979 in • • 0. r 05/.18/1994 10:53 T.i Lott urp Project:EDI Job No 94027 5032442887 '1 WALL '3DBE;IOW f• acmc rto ix. EC S ex NFranc i 1 AFGHAN ASSOCIATES f'c = 4.00 ksi Ec • 3605.00 ksi Fy =60.00 ksi Es = 29000.00 ksi As (min) = 1.176 sq.in. 'As (bat) :Trial As = 0,, sg.1n. d = 'Ase is .80 sq.in. a = ' 0.88 &A.0. \o' 0''•t. $ ,1 a = P WL:AL PRDPE:MbMES h = 6.500 in Lp = 20.000 ft b = %120.000 in Ig = 2746.250 IN-4 Lc `= Lb = Lt Icr = PAGE 06 Date:05 -16 -1994 Sheet Seismic Zone No. 3 i}ROPEHT T ES i fr = 0.316 ksi n = 8.044 , 10.057 sq.in. As (max) • 6.034 sq.in. 2.940 in. '; ! 0.560 in. c • 0.658 in. 0.850 25.400 ft 120.000 in 0.000 in 170.785 ire "4 Hp ' • 2.600 ft LEG = 10.000 ft e Q 6.750 in Lc /h = 46.892 SERVICE LJO21DS LOAD INPUT ' , Po •1PoL !Pt 0.256 k /ft:�, 0.000 k /ft :,• 14.400 k , • DESIGN (based on width 'b') 2.560 k 0.000 k 14.400 k 16.960 k W1 0.150 k /ft P1 0.000 k H1 0.000 ft W2 0.000 k /ft H2 0.000 ft W3 0.212 k /ft RTw RRw RTeq RBeq 0.150 k /ft 0.000 k 0.000 k /ft 0.212 k /ft 2.315 k 1.885 k 3.272 k 2.664 k VERT =GAL s nuxcE LOAD- STRESS @ ram n --HT fe 4 0.022 kei Fs = 0.160 ksi (.04F'o] 05/18/1994 10:53 5032442887 r , .e irZ 1.47' -UP WASL DES CM Project:EDI Job No. 94027 ILI LI IMATE LOA IDS LOAD INPUT Pau PoLu Ppu Pu Wlu Plu H1 W2u H2 W3u RTwu RBwu RTequ RBequ 0.358 k /ft 0.000 k /ft 20.160 k AFGHAN ASSOCIATES PAGE 07 Date :05 -16 -1994 Sheet of Seismic Zone No. 3 DESIGN (based on width 'b') 3.584 k 0.000 k 20.160 k 23.744 k 0.191 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.297 k /ft 0.191 k /ft 0.000 k 0,000 k /ft 0.297 k /ft MCD1v/EI1T'I'8 SERVICE 2.952 k 2.403 k 4.589 k 3.737 k ULIMATE /NOMINAL LOCATION (from RB) Mw WIND Me P -6 Mtot 142.135 in -k 8.549 in -k 34.463 in -k 185.147 in -k 181.222 in -k 11.969 in -k 229.450 in -k 422.641 in -k 12.567 ft Meg SEISMIC Me P -6 Mtot 200.884 in -k 8.549 in -k 34.463 in -k 243.896 in -k 281.740 in -k 11.969 in -k 229.450 in -k 523.159 in -k 12.567 ft Mn NOMINAL 4Mn Mcr 614.794 in -k 543.957 in -k 267.212 in -k I::0EIy LECTzOlvS 6n = 9.663 in. 8cr = 0.261 in. 8sa = 2.032 in. 8s (Wind) = 0.261 in. 6s (Sels) = 0.261 3n. 05/18/1994 10:53 5032442887 AFGHAN ASSOCIATES PAGE 08 (Fiat- f- 5L) v-1 ti torfk r. 25 LX21 PIA V° 3 • ?..(An wtom t 56; 0,4,sw • P (-v.) Ps-A-, S/4. PrAtik. • /114' Lao a 0,1 (Z,sS) Z.1 g0 11 YFF 2,10. (er %L. r 14, ,L. AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS 9320 S,W, lisibur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244-2450, FAX 244-2887 et le FL. e. 1,45 c 2s/,4 £.0%t t5t5 esi`) • 0,z$1 Z.. 5 ett( asit- 4 74 Ipi-m-.. k-A 01‘i 't- z.21- L.Te.41 t--) 1 Prvi m• per, 1/4,4% WA a 3(00 ) Wm ow 11 r$F ,t7-s.)( 11' ) I, 0.2 z4; ( -1-17,-:,) C 0,357. U) v) a 15*Iht 4 IC ) - o3/45 (1-,-:..) * 0.4.st s. Mommominamme GkIvftf (q.".4-■(111) r trovV•■■•■••TAI .....,••■•••••■•*MMON.40.1•11.1.■■••■■••....■.•••■•■■•••.=0.00•11Mm.••■---. ISIMINNisalweapparmsersissigmos. tf`AT BY __DM CA re ---..OATE 40 NO CI 40e:1 A. a.m.. T4. (s. u�r J.U/ :J 4 1CJ: JJ JCJJ2444, 'za'Sc:T --t3P s XON 'AFUHAN Ab UUiA - PAGE 10 Date:05 -16 -1994 Sheet of Project:EDI Job No 94027 Seismic Zone No. 3 UL IMATE L,DAIDS LOAD INPUT DESIGN (based on width 'b') Pou 0.073 k /ft 0.910 k PoLu 0.000 k /ft 0.000 k Ppu 25.900 k 25.900 k Pu 26.810 k Wlu P1u H1 W2u H2 W3u 0.295 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.442 k /ft 0.295 k /ft 0.000 k 0.000 k /ft 0.442 k /ft RTwu RBwu RTequ RBequ MOMENTS SERVICE 4.163 k 3.347 k 6.245 k 5.021 k ULIMATE /NOMINAL LOCATION (from RB) Mw 178.993 in -k 228.216 in -k WIND Me 2.216 in -k 3.102 in -k 11.364 ft P -6 35.236 in -k 149.782 in -k Mtot 216.445 in -k 381.100 in -k Meg SEISMIC Me P--6 Mtot 244.081 in -k 2.216 in -k 35.236 in -k 281.533 in -k 342.324 in -k 3.102 in -k 149.782 in-k 495.208 in -k Mn NOMINAL, 4Mn Mcr 733.074 in -k 617.772 in -k 80.164 in -k 11.364 ft ICAF.L.ECT I ONS 6n = 5.587 in. 6cr a 0.214 in Elsa = 1.840 in. 6B (Wind) = 1.336 in. 6s (Seis) = 1.871 in. 05/18/1994 10:53 5032442887 gri'_,.+"r WALL DEazGm Project:EDI Job No. 94027 CONC=Ii.IVIVIE ea REXNPCORCING PRC)PERZ°.ZES AFGHAN ASSOCIATES PAGE 11 'Date:05 -16 -1994 Sheet Seismic Zone No. 3 f'c = 4.00 ksi Ec = 3605.00 ksi Fy =60.00 ksi Es =29000.00 ksi As (min) = 0.561 sq.in. As (bal) _ Trial As = 2.880 sq.in. d = Ase = 3.232 sq.in. a = (b = 0.855 A 0 PAL PflOPERTTESS h = Lp = b = Ig = 6.500 in 22.000 ft 36.000 in 823.875 IN-4 Lc = Lb = Lt = Icy' = fr = 0.316 ksi n = 8.044 4.803 sq.in. As (max) x 2.881 sq.in. 4.680 in. 1.584 in c = 1.864 in. 0.850 21.600 ft 36.000 in 0.000 in 283.875 in-4 Hp = 1.000 ft LEG = 3.000 ft e = 6.750 in Lc /h = 39.877 SERVICE LCf.' DS LOAD Po PoL Pp Pt INPUT (based 0.052 k /ft 0.000 k /ft 14.500 k DESIGN on width 'b') 0.572 k 0.000 k 14.500 k 15.072 k W1 0.258 k /ft P1 0.000 k H1 0.000 ft W2 0.000 k /ft H2 0.000 ft W3 0.351 k /ft RTw RBw RTeq RBeq 0.258 k /ft 0.000 k 0.000 k/ft 0.351 k /ft 3.050 k 2.780 k 4.150 k 3.783 k ITERT =CAL SERVICE I..0Ar) .STRESS @ MXD -HT ., fs= Fs = 0.064 ksi 0.160 ksi (.04F'c] 05/18/1994 10:53 5032442887 AFGHAN ASSOCIATES .. TILT --Up. WALL. SYON Project:EDI Job No. 94027 tJL 1IAATE LOAE1I3 LOAD Pou PoLu Ppu Pu Wlu Plu H1 W2u H2 W3u RTwu RBwu RTerqu RBequ INPUT 0.073 k/f t 0.000 k /ft 20.300 k 0.329 k /ft 0.000 k 0.000 ft 0.000 k /ft 0.000 ft 0.492 k /ft MO1•01E N'P :aS SERVICE DESIGN (based on width 'b') 0.801 k 0.000 k 20.300 k 21.101 k Mw 179.786 in -k WIND Me 1.926 in-k P -6 26.044 in-k Mtot 207.756 in -k Meg 244.592 in -k SEISMIC Me 1.926 in -k P -6 26.044 in -k Mtot 272.563 in -k 0.329 k /ft 0.000 k 0.000 k /ft 0.492 k /ft 3.889 k 3.545 k 5.820 k 5.305 k PAGE 12 Date:05 -16 --1994 Sheet of Seismic Zone No. 3 ULIMATE /NOMINAL LOCATION (from RB) 229.227 in -k 2.697 in -k 104.429 in -k 336.353 in -k 343.040 in -k 2.697 in -k 104.429 in -k 450.166 in -k Mn 723.697 in-k NOMINAL (1)Mn 618.698 in -k Mcr 80.164 in -k 10.777 ft 10.777 ft DEF • tJECT1ONS 5n = 4.949 in. 5cr = 0.189 in. 5ea = 1.728 in, 5s (Wind) = 1.133 in. Se (Sets) a 1.612 in. '05/18/1994 11:01 5032442887 AFGHAN ASSOCIATES PAGE 01 > •�o�^-� ..�-i d , � , roe- Ft, J (.40,.se.fec.it (o1-3tq , )244 • "1� 'T y 3 k- 1 9 lr ■ a 3e44)/1.75 ee.S 4104.1,$) 411 6 I vJv F (1,S.)(I,4- ) c'7,zSCF x �r, F o,�b$ ;, t 7 <) S L.2,1rr, , To(? raol 17.1 eri-1 �.�►t�►t. 100p4r- C. `) c 3 $00 rt.t4. St. 25pa r ('J'-) /00 Tat+ rT b L. VT !At (tc$, z /�) pis) Sta F-TA‘ D Wit + ,S �5 - �, �' r> ILL.% tiC I (0.4 1°T!+l leo 04) , f-tct+.1r , 4roye c.34'45, €011,75'(t.c)(1,S) (.1,5)(1.4 )0,74 %) c °{ , Z -tar1� tk„, 9,t(3)4/4. 4t.4- k11.t 0.'65 ;,` =? C'3) �S' l..oa�,, AFGHAN ASSOCIATES, INC. r.CZ CONSULTING ENGINEERS 9320 S.W. Baxbur Blvd. , Suite 17S Portland, Oregon 97219 BY t'a►1 o„Tt:J 11; CHIC NY OATO 9 40Z1 JOY NO 05118/1994 11:01 5032442887 AFGHAN ASSOCIATES • ca.. ! rb, 'D 61e-40} 7 i Si eat- 1'L 1') (.1st') (Z61) (2-) rr 0, 4- pOL -i,zri0., LsMoXZeit A" 102- )C1') r. Z.5, y * 91.. I;.rs. Ct4ly) (ZS )i.) r Si.. Zs rhf (L4!0 (ZS)) g $, p1"r:r x, zirf (6. /.1 /0(zt)t.) it 1, 1 Mkt b 'fit. 1s e4f ((t..5') (Zs /L) R Z, 3 p'Y.Z} Lt... '7SIo.F (12.S')(2.sb..) a II ‘.1 PAGE 02 W 'C) SL,iJZ,� &I, Z. r.rz =j W,, c' -111(t)" L 3.1 t. toff. out $.1t...eZ,S)g. 1,°I - a,l,, a 7o$o, (11-)[0 >: x$,41. 16-11 b t2 , g p, 11 (.1,'4(5) = I, 44.14e' =2 r5) 4 1E. w� et?, 14-16 7 R, ate. , AFGHAN ASSOCIATES, INC. 'tp. CONSULTING ENGINEERS BY anrs .E LS C CHK BY 9320 S.W. Hnrbur Blvd. , Suit* 173 �1 P. Hand Amon 97219 L--- 05/18/1994 11:05 5032442887 (r ak c e z . ��Mp•4 10IrIP v•141 . 151 AFGHAN ASSOCIATES PAGE 01 ( ). 22,44 M '45 tak 1•7(1.1(11.7 ?.) ) fool 11Jta ki (t1.+Tt- 'loiL) 1 Wtt reat Lt s@ it k 11 Y. '14 Pi, a� COt.S. G5 -to 1 -� (7 V ),.,1 i is Cz (Sb.►r . )-] Fatt_.. r._ -6 ti h ; /�;.SLt,..r. te ?.1 • (.o.t�'�(t.o *) Fay AFGHAN ASSOCIATES, INC.,p CONSULTING ENGINEERS 9320 S.W. Sezbur Blvd. , Suite 175 Pottland, Oregon 97219 (503) 244-2450, FAX 244 -2887 4-1 .4/.% riz -° `7 -p L1 ;74) x ':r•• y I 1 •. Z7.7 " L vomprwammiftwr to aY �' _oATB S • 11- t CHK OY DAYK WW1 r5 Joe NO 05/18/1994 11:05 5032442887 AFGHAN ASSOCIATES PAGE 02 10 1, ctewt NL, Te,1 •L 1 ` - ,„ )Ot • \l.)M1/ 1 k 4,4 ; 3V* ici 3.4'- :.NI p,Ct -71 ,, I�,ati�' -, $,i" C . 13%R 1 k vP/ vet i l �3��b d�� 1� I?�4 k 3,k4t -3114* VL lo_8.g14 aA'anoo1`I: O1t`dt': 10 CC:, 6 ' Wnt Skit t,it "1 ww Et? " (4 I I •' IN( T'il r ` c1 9(d•1 11” Of ,4 A. k' IA ''"Iti 1 V. •.• ,wMM.wlt tc,,A1(►21 ,.,, „' b'U1b t-loS V.. 444 eirr . t� 12 ' ` �y 1 V tT.St Z Vw (0,k•. )1 zt8 w..! 4 L Q��,•191q° 2:4 .{e use 1 (uli in .....,� ' 1.,+• tl�,f [ 4.0) N a 134eS`' : ).�.�. I �n.._...g 22q 'a r- 5,q F T" 413 (4z,I. 1(o.' )' tt)'COI 134,r HiN tc'f,utcivtCMG,N1' r ' i N Ai cv*b(1 )z AFGHAN ASSOCIATES, INC, CONSULTING ENGINEERS 9320 S.W. Basbur Blvd. , Suit* 175 Portland, Oregon 91219 (503) 244-2450, PAX 244 -2887 3,510A 4. 'Lt d R ,..welM11.1110.. I gY 1t DATE _ • : ! CHK BY CATe._o- SHEET {e_or ,� 05/18/1994 11:05 5032442887 AFGHAN ASSOCIATES PAGE 03 Fr:C$ Nvr� tl. \) jid r ,zs[a.s - n.ts(1,o) 71 1i } 1 Ie .LS�i tr/r b /r r ) • /1 rv� . (� 2,51(.r 3000'1tta 4. 1(1.3`s) r i1J A`} 6k-T ION 7. -.� 11 I 1o4 k 5‘:,4 \(6"o °,'1z '.7•� 3',i'�!` I8.•"�al. t 1 k ? vLi (; •' 1*oo k1�' c, 1\., ( 11.0 4 1 .4! .0 • r-+1 1.298 1.►� 11.0 U:455 \l t,0 10. \ A.0 • 0 710 14 7 b. 1 b 1$4 (1) VID (fat.)(14S. • —6:52 � ph,,, • t7•G411j1 F';. cU.,'jt,�,y< i1','y•. •IQz'‘N 1.410 •4/3 (c.• .2tio Nt ; t.l.�.r ( .1yf! j .ter %r•r )(,r,q .tcto tN f�.�'�4�` c�r Pc, INi Doc. CMkIj7 AFGHAN ASSOCIATES, INC, CONSULTING ENOINE1U(S rw.. 9320 S.W. narbur Blvd. , $u1. 175 Portland, Oregon 97219 (503) 244-2450, PAX 244.2887 CPP) 4Y OATeL CHK IN -..-_ CATe._ Coe NO et'11. BHFET. 1 .Or 05/13/1994 11:05 5032442887 ,;,,•'i I 13i ' \ (r.r +'T es AFGHAN ASSOCIATES 1 .1 k 1.4(1;$``) .ga kC %rr 1(, st Chat t7IQN Vu C4a. )( , J k� ) it \its c1..a t r.. +t..on 1 +14 (.0t bn0 - Two • W ils 1ke..•i i as PAGE 04 v‘,. (3 .EO 1 [• ".1 $11 . ((.1,8v (4.1( bo 1''t (1,S3 .i ''•l, , 1` �0,�� 4) P.4 t EC4 14:4 .. ittk "1 BB I 1444 k Hi: 1. " 0 x 4 -co Y. I -(...) c1L3 w, j 716.S4 2. (t .(z"t �z 1 (se, Tt - "nom M,N "1,%11 l 3 C 1 M \ c,. • 1.Z13 3(V) 44115 (0.17'1 iu" a , ,r/2. 141IFT')('4 #) • °�.s'•b39/17 so 4.-1$ (y1 S ' ,r:. AFGHAN ASSOCIATBSI INC. CONSULTINO ENGINEERS ��� 9320 S.W. D *buw 1ilvd. , Su1a 175 Portland, Orogon 97219 14A91944.94411 AA1( 944.71127 BY • OATS._,,.r:„ CNK BY OATe • JOO NO ' •t -4 0 ' r4. 05/18/1994 11:05 5032442887 AFGHAN ASSOCIATES, INC.' CONSULTING ENGINEERS 9320 LW, Blau: Blvd. , Suits; 175 Portland, 01'480097219 e A Y 'MA .4007 AFGHAN ASSOCIATES PAGE 05 .w (olla.to1M Wt r '81 P}, (,225) K1,A. PZS psf 1s—`nc 1, 5 tC; e,f w NA, w ,:4:4(.4.‘"ct5 11; ) 411$1575p7ISf (x5, ( s13:1 S.Q:cf t>b u 0, fa v ; •' 45* i 0,L. Of t--17 # Z'„ 0. t_ 14044 eY MoAre 51 9 OHK eV DATE JON NO., 51n4,„.77,,,____ 05/18/1994 11:05 5032442887 AFGHAN ASSOCIATES PAGE 06 TITLE: PARKROBE LOADING DOCK DESCR: LOADING DOCK WALL JOB #: 94040 BY :MT @ 4/06/94 CANTILEVERED RETAINING WALL DESIGN SOIL DATA Allowable Bearing = Active Lateral Max. Active = Slope Active = Backfill Slope - (horiz:vert,0 =Level Passive Lateral Boil Density Soil Ht over Toe tZt Lateral Load Acting On Stem Above Soil Add'l Lateral Load Bott. Ftg. to Start Bott. Ftg. to End Ell ti _ Retained Height Wall Ht. above soil = Key Depth Key Width Key Diet. to Toe aaammr.maa.aa masose= Pressure @ Toe Pressure @ Heel Allowable Press. Eccentricity One -Way Shear @ Toe One -Way Shear @ Heel 2,500 pef 35.0 pef O " 0.0 n ADDED VERTICAL LOADS Axial DL On Stem = 188 plf Axial LL on Stem = 0 pli ...Ecc. (Toe side +) - 0.00 in 0.0 :1 Surcharge over Toe Surcharge over Heel 250 " Use Heel Surcharge to 110.0 peg resist overturning 0.0 in Use 1/3 vertical? ADDED LATERAL LOADS Adjacent Footing: Vertical load Footing Width Ftg. CL to Wall Ftg. Base Above /Below At Wall Face ( + / -]_ Footing Type FOOTING DATA 18.30 pef 18.3 pif 0.00 ft 5.00 ft -WALL& 5.00 ft 10.00 ft 0.00 in 0.00 in Thickness 0.00 ft = SUMMARY 0 pef 1,471 " 2,500 " 9.37 in 0.0 psf 11 0.0 : Yes No = 0 plf = 0.00 ft 0.00 ft Soil 0.00 ft Line Toe Width Heel Width Total Width 0.3 psi 12.3 psi .pes -= -sue C==== = 1.75 ft 2.25 ft 4.00 ft = 12.00 in Factors of Safety: Overturning - 5.97 Sliding = 3.00 Allowable Shear = 93.1 psi SLIDING CHECK Ftg /Soil Friction = Factor of Safety = Soil Press. Mult. By ACI Eq. 9 -1 pef= Mu - Upward ft - #= Mu - Downward " Mu - Design One -Way Shear: Actual Allowable Cover over Reber in' Depth to steel "me Du a Mu /ihdA2 Ostia o psi= H . .350 3.00 Lateral Pressure 355.5 # - Passive Pressure = 125.0 - Friction 941.5 Add'l Force Required FOOTING DESIGN ..-.Toe_.. - -Heel -- foe ss O 2,849 Fy 362 3,055 Use SP Under Heel ?: 322 965 Rebar Choices 41 '2,090 -w Toe -- -- Heel #4 0 48.00 in o.c. 40.82 0.28 12.29 #5 0 48.00 0 48.00 93.11 93.11 #6 0 48.00 if 48.00 3.50 2.50 #7 0 48.00 n 48.00 8.50 9.50 #8 0 48.00 " 48.00 0.6 25.7 dig 0 4A.00 ft 48.00 0.0 # 3,000 psi = 60,000 psi Yes 05118/1994 11:05 5032442887 AFGHAN ASSOCIATES PAGE 07 TITLE: PARKROSE LOADING DOCK DESCR: LOADING DOCK WALL JOB #2 94040 BY :MT @ 4/06/9 STEM DESIGN Top Middle Bottom Stem Stem 8eotiona Stem Type: Concrete /Masonry : Cone Mas Mas Mas Mas Design Height above Ftg. - 0.00 0.00 0.00 0.00 0.00 ft Reber: Center/Edge : Cente Edge Edge Edge Edge Reber Depth for Design = 2.75 5.25 5.25 5.25 5.25 in .DESIGN DATA THICKNESS (nominal) = 5.50 8.00 8.00 8.00 8.00 in REBAR SIZE # • # 5 # 5 # 5 # 5 # 5 REBAR SPACING = 10.00 32.00 32.00 32.00 32.00 in LATERAL LOAD @ HEIGHT = 651 351 351 351 351 # MOMENT....Actual - 1,643 1,330 1,330 1,330 1,330 ft -# MOMENT....Ailow. = 4,435 823 823 823 823 ft -#, SHEAR Actual - 9.86 5.97 5.97 5.97 5.97 psi Wall Weight - 68.8 58.0 58.0 58.0 58.0 pcf .MASONRY STEM DATA. f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs - 24,000 24,000 24,000 24,000 24,000 psi All Cella Grouted? : Full Full Full Full Full Use Special Insp? : No No No No No n : Modular Ratio = 0.17 25.78 25.78 25.78 25.78 .CONCRETE STEM DATA f'o = 3,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi SUMMARY OF FORCES & MOMENTS (- Overturning Moments -I- Resisting Moments -) Origin of Force: # ft ft -# # ft ft -# Active Soil Press. it 630 2.00 1,260 Soil over Heel is - -- - 871 3.21 2,794 Soil over Toe = 0 0.00 0 0 0.00 0 Sloped Soil @ Hegel = - - - 0 0.00 0 Adjacent Ftg. Load - 0 0.00 0 0 0.00 0 Surcharge i Heel - - - - 0 0.00 0 Surcharge 0 Toe o 0 0.00 0 0 0.00 0 Axial Load on Wall - - - - 188 1.98 372 Load 0 Proj. Wall = -183 11.00 -2,013 - - - Averaged Stem Wte. = - - - 1,031 1.98 2,041 Added Lateral Load • -92 3.50 -320 - - - Ftg & Toe Weight. _ - - - 600 2.00 1,200 1/3 Active Pressure = - - - 0 0.00 0 Totals . 356 1,073 2,690 6,407 05/18/1994 11:05 5032442897 r • CS M ANTI 2ARILLLIELLR.RMA141E2_1411 PARKROSE LOADING DOCK LOADING DOCK WALL Toe Press - 0psf Heel Press • 1,471psf Eccentricity • 9.368in OTM Ratio • 5.90 Sliding Ratio m 3.008 Toe Reber • 0.1 in"t /ft Hew1 Reber - 0.1 in ^E /ft S tem 1 ' 5.5 "C'w/ 50 10,0" stem 2 1 e.0 "Mow/ 5e 3e.0" S tem 3 1 8.0 "M,w/ 51 30.0" Stem 4 8.0 "M,ws 511 3E.0" Stem 5 ' 8.0 "Msw/ 51 3E.0" Footing Stem 11Soi1 Surcharge ® Added Load gg AdJ . Footing 4 Vertical 1111 AFGHAN ASSOCIATES PAGE 08 DLe188. LL1110 105/18/1994 11:16 5032442887 P M { AFGHAN ASSOCIATES PAGE 01 TITLE: PARKROSE LOADING DOCK DESCR: LOADING DOCK WALL JOB #: 94040 BY :MT 8 4/06/9 STEM DESIGN Top Middle Bottom Stem Stem sections Stem Type: Concrete /Masonry. : Conc Mas Mas Mae Mas Design Height above Ftg. - 0,00 0.00 0.00 0.00 0.00 ft Reber: Center /Edge : Cente Edge Edge Edge Edge Reber Depth for Design o 2.75 5.25 5.25 5.25 5.25 in . DESIGN DATA THICKNESS (nominal) oi. 5.50 8.00 8.00 8.00 8.00 in REBAR SIZE # : # 5 # 5 # 5 # 5 # 5 REi3AR SPACING . 10.00 32.00 32.00 32.00 32.00 in LATERAL LOAD 8 HEIGHT = 1,419 900 900 900 900 # MOMENT....Aotual = 4,122 2,788 2,788 2,788 2,788 ft -; MOMENT....Allow. - 4,435 823 823 823 823 ft -; SHEAR. Actual = 21.51 15.31 15.31 15.31 15.31 psi Wall Weight = 68.8 58.0 58.0 58.0 58.0 pof . MASONRY STEM DATA f'm . 1,500 1,500 1,500 1,500 1,500 psi F8 = 24,000 24,000 24,000 24,000 24,000 psi All Cells Grouted? . Full Full Full Full Full Uee Special Insp3 : No No No No No n•: Modular Ratio = 0.17 25.78 25.78 25.78 25.78 . CONCRETE STEM DATA f'c - 3,000 3,000 3,000 3,000 3,000 psi Fy = 60,000 60,000 60,000 60,000 60,000 psi SUMMARY OF FORCES & MOMENTS I- Overturning Moments -I- Resisting Moments -j Origin of Force: # ft ft -# # ft ft -# Active Soil Press. Q 630 2.00 1,260 Soil over Heel . - - - 871 3.21 2,794 Soil over Toe m 0 0.00 0 0 0.00 0 Sloped Soil 8 Heel - - - - 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge 8 Heel • - - - 0 0.00 0 Surcharge @ Toe - 0 0.00 0 0 0.00 0 Axial Load on Wall . - - 188 1.98 372 Load 8 Proj. Wall = 183 11.00 2,013 - - - Averaged Stem Wta. o - - - 1,031 1.98 2,041 Added Lateral Load = 92 3.50 320 - - - Ftg & Toe Weight m - - - 600 2.00 1,200 1/3 Active Pressure - - - - 0 0.00 0 - -- - - W -- r Totals = 905 3,593 2,690 6,407 07/14/1994 16:48 5032442887 • kr• °.eC./V'^ fjYVI AFGHAN ASSOCIATES PAGE 04 511?- 17 (4,fc,) r "drp4 .91 /y) e 2.4zo roc. 5. GrIPCS 1 c L. • f C. 143 c 2 5 pot x.- 1/ T'n 6 M , ; i"U � � c �v> 4 -, c e- V i $° 4 (. (. 3;.) (I . (e ) L 71 eoo , G..7 • (t) 71.'5'10 `1,o1 �`iM+"�j v�°�•���j 1~1 Sr.-1 ) p' Si w 1'50^ .� 6r(oz i O 5Tn-P roc. :) - 0 174•-1 . o 4 u 1l, e'Avir t c 'Pf -Ar %.( or ' P E S zv'ir C"4- , ,aw, ,1e air y.'� . t'(s�i�4P0� \ %i�r,ttikt. Pool &T 1 THE. k)De -rrk eY% K�� or Tilt.. �J t. (I t J1 l P�+✓- c TU J I Gt1/414,. 4 -c K ( f 114k. t..'.,Sw kr b, g-+l Pa 2_ U & C P ■ r07(_ _I T o'L� 2311 k- 23.1 (4/ d,,2) D (-I Z :3o a 2 t r e i'k -iT~1 U I fz! b50, „al 1 0, 4 u tt ocit t z " 17•4•• - . e),3 it " ;AP w�- 1 Goa VJ Z %- �+ �-►� Tkf t �'�ir -�t ;.1 Try tLFUHAN ASSOCIATES, INC, CONSULTING ENGINEERS 9320 S.W. Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244.2450, FAX 244.2887 sy „A.—Cum-AA- CHKBY� ..DATE _... .� 408 NO ,.` 4°21 SHEET t'► €' OF 07!14/1994 16:48 5032442887 AFGHAN ASSOCIATES 12y. c-yer 01.- o G3.1�S' 4 Izo 401 c , 31,0 f4( r rrt 4o • V $Ol IkNr4 -\ S o..) 1p.51. (zbr(4) c 5`c r I4 Sox 17,,, 1'T ht.. Q (pd. / I'jo t(p1,,.14t- 1 2.4Ol00000)(51) (14.4) 3c,opiF- a 41I/56 (to') (C),ln6> C4 PAGE 05 C kPProx . c F-4 W- tt..,.t ce,r e 21.'60)00` 4 I,7' C ,FGIIAN ASSOCIATES, INC. t ., CONSULTING ENGINEERS 9320 S.W, Barbur Blvd. , Sutra 175 Portland, Oregon 97219 (503) 244.2450, FAX 244.2867 2. avidLi ... DATE hu -- CHK BY , , DATE JOeNO_, .! 4��'Z. .. , SHEET L. t p 1 OF __•. 07'/14/1994 16 :48 5032442887 AFGHAN ASSOCIATES CAM a 2:c t Pn = Ig- U0A = w -r -' 1t,4 , VP:* 0 '00 toru.rco) (4:›3/4. +b ° 210 rt.14)A l °fta .a Z. VA: • 41" °k °/232,41 a zoo Liss) 222,1/ %s 3192- tSo mss , 40/4. u34•4 r w 4'4904—c, -- Cli(o f lilt ) o 4'14 1(,,' 'rC s 72.'$2 -cO / t". 21 Leo &O$" 3 9 t“0 01 as tot., i T-F �- 19 .6 p+: 1. 3112 ; ., r. o ss) . Z1too evr: 2r FOHAN ASSOCIATES, INC. CONSULTING MINIMS 9320 8.W, Berbur Blvd, , Suite 175 Portland, Oregon 97219 Gcnal 24444.34. FAX 244.2 ,� ason. 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MOW 81vd , Suitd 175 Portland, Oregon 97219 (503) 244.2450, FAX 244.2887 oAT 5f1111+ CHK BY DATE _ wear 1.y.11 a, 07/14/1994 16:48 5032442887 AFGHAN ASSOCIATES PAGE 10 1.•a�"C ; tr.��ci� G�1 � 'r' C. 5� zol r- elk 21,51 ', i 4 4.1 O. Oki, ic 3,01 L ip r 1/ g ,asCL)j (e )OL) ° 7,z.t, 1R pew. ot (-)iF (E=1. 1.)(t) Cat,. '1,tSf (140(v V) Z` )04 -S) 01'0 Rh Mir d-4. C 27.5') a- IZ-1$ fr. ' 'r'm = 3rs2- (0-6S) (Zo)ly 5-1 der 13.f� CoN0 j' Pm- To cot. fbl y7 el / Gie . 4-4 w ,, S 4' te-1 s w►i, • Ft-&1 445( Z.1 )(Os') M.r 2.47 �y i .4J IZ /•14 .C) (' )(12,.5) • l'c 2.' ) &Ws )u.. i a 4-, 4. FL e. eat So S•ti4 L.QI4.6. (01/4 (14r)609(1$9• 13 C,(,. 011.69 (.14 )(Lwi) Sow rot. VI t €; J pot> IL.15 K„o w to 11►sj :4 tee') + P,409-i s-o$ «n)'/ +- e440:))609.3 Ps fe. (►,yo 120.- Jowitoc . row.t. rcdl fit. 0.1 ' R- #A•r 1. 12.13 s a,,sEt uto) + ft L4-0) +,sd$(4o)`l/+ z.4(t-)11/3 9 1¢,914.. FOIiAN ASSOCIATES, INC. CONSULTING BNGD4EBIkS 9320 S.W. 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Barbur Blvd. , Suite (15 Portland, Oregon 97219 (503) 244.2430, FAX 2442887 BY MT OATe 1 CHIC BY OATH MEET OF '27/1994 11:05 5032442887 AFGHAN ASSOCIATES PAGE 04 k)./r - t 4 4.(2 ') 11. v fr•rer c t.y u - tz.1 Kr z/s 0,20)44.. 11.$15 fr -L 7 M. m ,e - 4)`jz, zCa, vs.) tsa) `12. °` 3070 /No r ep 4.4$ D. 'OHAN ASSOCIAT89, :ONSULTING ENGINEERS 320 S.W. Bttbur 8tvd. , Suito 175 uttland,Orison 97219 503) 244-2450, PAX 244.2887 tkivr (.0 GK BY - OAT! OM NO sherr 1-111 U , t,opras r e- rLC. ? L f /� Jj , ZZS (0,s94.11) us-0 = O. t7rl (e-1r. `► r )Cs►)(ZdL) us-0) 4-Iar,f(59(ZSlz)] a I,4"L(4. , Z2S C(72111)(v) (ZStiObSo) c Z,v 46c- �' L Z, jG c o�TP -ot.S. 311 r ,wo lS(bf C2s‘la- 0.f3 °o X11: ?-, z ,1 i$ C240,1'14.) _ t, s u,x. ,o F z,,,ci PL z , 2zS L, -L .4,%14).] 3Ste_ RECEIVED CRY OF TUKW1LA JUN 221994 PERMIT CENTER EXPIRES: AFGHAN ASSOCIATES, INC. 1y '- CONSULTING ENGINEERS 9320 S.W. 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Barbur Blvd. , Suite 175 Portland, Oregon 97219 (503) 244 -2450, FAX 244 -2887 BY MT DATE 61 lC14- CHK BY DATE JOB NO 740e7 SHEET ' 1 4' OF LDk(l_ iA 49 Cz FtD ✓ Kto 3o► 32, wi4w VA. 7' Z-5/12_ (I4S)33C ')- z°6)C.lo,) -1/01 r- 2*,4Z I,iSLI,33) (.4s) z 0,337 2,-76 Pko z 15-4(e- C 3 4') z 4-9 s It r E 0t0t1uJ (ass) L IMKS L 2,7V(34 L 1 0S� f-; - . ' M,r oJe, v✓\re5 2,41- X30) Vz z 9Z7 rT•E fr- D•L \/, z ts,+LL -) /,D1 - 2.►t,* ctlr 05Ja 0.35(z) 5700 (IZ)(fo,$) L -1, z-co4 o,�, 61Y ( _ fey' .1-'- )(t 4- c. L(s)5(4)4-(4)t (to') - 1)-I ; U G,,5" ; c- P%S b . 0, 5 n z =7 (4) Or 5 C 4#" ) u c. AFGHAN ASSOCIATES, INC. CONSULTING ENGINEERS Z-DT. BY MT DATE CC 1 9320 S.W. Barbur Blvd. , Suite 175 CHK BY DATE Portland, Oregon 97219 JOB No Z 7 (503) 244 -2450, FAX 244-2887 SHEET LIT OF tc —0 t-L. Gp►o c. (1_4) rkifF-t, &, r- 46, -t- - to. et + 3S 19,5 1 o,9 (p'1 ie-I ' -t, (r* )i21-11.- nAL, c xi Z-) /5 L I 1 . . 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CHK BY DATE Q JOB NO `, 1-7 SHEET 1-11,0 OF CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVIS! DATE PROJECT NAME ADDRESS N SUBMITTAL * 3 LPL./ 6. CONTACT PERSON Ed r 7 e -pc") ARCHITECT OR ENGINEER r-eirrat PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: e. prat& 0,6-444'l SHEET NUMBER(S) b - "Cloud" or highlight. all areas of revisions and date revisions. SUBMI l'IED TO: olcv PzeT CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 REAM ! SUB ITT 1A\ RECEIVED CITY OF TUKWILA J U L 20 1994 PERMIT CENTER DATE 7 PROJECT NAME ca ( O isir i +�v� � I ADDRESS 3V / Ste; /4 5 )L, CONTACT PERSON /-41v- PHONE 7 )6- a /G/ / ARCHITECT OR ENGINEER reirreV i DOS 5 L. (f ✓e37 u PLAN CHECK/PERMIT NUMBER 159_(____-1 0 l Q 1 V TYPE OF REVISION: �r t� �-' 414 ;try 4vin ;-/2 f) SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1'ED TO: 7(2-zPf R O B E R T A S S O C I A T E S CONSULTING ENGINEERS July 18, 1994 s»� A PROFESSIONAL, 1000 NORTON BUILDING 116 SOUTH HOTEL STREET SERVICES 801 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, \tASHINGT0N 08104 H0N0LULU, IIAWAII 06813 TELEPHONE: (200) 621-1803 TELEPHONE: (808) 533 -6000 FAX: (206) 021.0740 FAX: (808) 545.2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA JUL 1 9 1994 PERMIT CENTER Attention: Duane Griffin Reference: 94 -T- 07/94102 -07 (Electrical Distributing Inc.) Dear Mr. Griffin: Bq�- o►a1 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, and soils report for your use. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. die& aide- c Cr tal Kolke CK/ jw:3 cc: Ferrari Design Group Architects 12277 - 134th Court NE #203 Redmond, WA .98052 -2433 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REM! N SUB ITT DATE l —1 61— qt./ PROJECT NAME F G7Q (GALL D( y l iT /- VC- -- ADDRESS 3y /y s. //t1. s4, CONTACT PERSON Ige ) ✓1— RECEIVED CITY OF TUKWILA JUL 1 9 1994 PERMIT CENTER * PHONE % 2g- off- /, ARCHITECT OR ENGINEER F-etrar,' (- `4,4 PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: ,P4\.OinS /e4, S <„,ea",/ k rev Is 40 irliiI ,f,c,ss// /f (a,,,iscra IrS SHEET NUMBER(S) .5 DI, "Cloud" or highlight all areas of revisions and date revisions. SUBMI'I'1'ED TO: V �.1 fl V f 7/2)2/7 R O B E R T A S S O C I A T E S CONSULTING ENGINEERS July 8, 1994 A PROFESSIONAL 100(1 NORTON NUILOING 110 SOt l 11 IIOTEI, STREET SERVICES 001 SECOND AVENUE SUITE 2026 CORPORATION SEATTLE, N'ASIIING'TON 0010.1 HONOLULU. IIAR'AII 06013 TELEI'I IONE: (200) (321-1803 1EI.EPI IONE: (000) 533.6600 FAX: (2061 621.0710 FAX: (8081545-2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin r JUL 1 1994 corvuvlurvl y DEVELOPMENT Reference: 94 -T- 07/94102-07 (Electrical Distributing Inc.) (-5C1 O vo Dear Mr. Griffin: ' We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow: 1. The architectural drawings show a storefront window system on the northeast and southwest ends of the building. Provide information on the structural drawings for our review. For example, Sections 6/A4 and 7/A4 refer to the structural drawings for information, however, the structural drawings do not provide this information. The engineer's response (in his letter dated June 27, 1994) to this comment from our previous letter referred us to a Mezzanine Framing Plan on Sheet Si. This information on the mezzanine is not incorporated into this permit, as confirmed in a telephone conversation with Mark Temple of Afghan Associates on July 7, 1994. The appropriate information on the storefront window system must be incorporated into these documents. 2. The wall along Grid 2 should be provided with a drag strut between Grids C and E adequate for the collected force. Additional calculations and drawings should be provided. We understand that the 4 x 6 subpurlin is not intended to act as a drag strut. Since the roof diaphragm is flexible, forces will be concentrated at Grid E2 and a collector should be provided as necessary to accommodate the appropriate forces. 3. Provide the mezzanine calculations which responds to our previous comment number 8. A. We did not receive revised calculations as referred to in the response letter; therefore, our previous comment number 9 remains: (.1 94 -T- 07/94102 -07 (Electrical Distributing Inc.) July 8, 1994 Page 2 Page L14 of the calculations requires (4) X19 bars top and bottom at the grade beam along Grid 5 between Grids H and J. The drawings only call for (4) #9 top and (4) #7 bottom. Coordinate the drawings with the calculations. 5. We understand that concrete panels J, J1, and J2 reference Section 8/S6. The drawings still do not indicate how many times this connection occurs at one panel and where on the panel it occurs. Please clarify drawings. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry, al Kolke CK /jw:2 cc: Ferrari Design Group Architects 12277 - 134th Court NE #203 Redmond, WA 98052 -2433 City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERINNGG DATE: JUNE 30, 1994 SUBJECT: •Electrical Distribution Inc. (Gateway North Building No. 9) 3414 South 116th Street Project No. PRE94 -001 Activity Nos. PW94 -0063, 0064 and 0065 Contact Person: Bob Hart Phone No. (206)778 -2191 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 30, 1994: Land Altering Landscape Irrigation Storm Drainage Permit Fee $174.00 25.00 25.00 TOTAL $224.00 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit files. JAP /jap Attachments 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 .!0 C. City of Tukwila Department of Public Works • John W. Rants, Mayor NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS Ross A. Earnst, 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) 4313665 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor June 30, 1994 Fire Department Review Control #B94 -0199 (510) Re: Electrical Distributing, Inc. - 3414 South 116th Street Dear Sir: 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 installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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 City of Tukwila PRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 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 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 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 3304(b)) 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 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)), 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. C4.nrmno sinrior cav - r'4nr nr, 4 r4- r.4. -r �Y City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 12.109(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) 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 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) The automatic sprinkler system for new spec warehouses shall have a minimum design density of .39/5600. (City Ordinance #1646) Fire hydrants are required as detailed in City Ordinance #1692. nrtr anf Tha Tiikwi la Firm Pravuni -inn Riiromii *es w4.F.rm City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 flushing of, underground piping and hydrostatic testing of underground piping. (NFPA 13 -8- 2.2.5) 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) 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 #1646) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (UFC 10.508) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV) and Fire Department connection (FDC). (UFC 10.504) Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -3- 6.1.3.2) Swivels on Fire Department Connections shall be maintained so as to allow them to turn freely. (UFC 10.504(a)) (The F.D.C. shall be a 5" Storz rnnnari- inn City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor 4. A fire alarm system is required for this project. The fire alarm system shall meet A.D.A. and City Ordinance #1646. Contact the Tukwila Fire Prevention Bureau for details. 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 #1646) (UFC 10.503) The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. .(NFPA 72- 2 -1.4) Local U.L. central station supervision is required. (City Ordinance #1646) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1646) (UFC 10.501(a)) 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 #1646) 5. 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 . 85.109(c)) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 6 John W. Rants, Mayor •-■11111•o front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) 7. All required hydrants and surface access roads. shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 8. The proposed use of the building will require a Fire Department permit. In order to obtain this permit, construction elements and /or fixed fire protection may need to be installed. This review does not include these elements and does not permit operation of the proposed use. (UFC 4.102) To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be eithm44.f d w4fh anal inm4.4nne 4:nr c,iir.% ncr+m44. /It ?r' City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 7 John W. Rants, Mayor 4.108(h3)) High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) The critical storage height for high -piled combustible stock in closely packed piles is 15 feet. (UFC 9.110). Storage above 15 feet would necessitate increasing the sprinkler density to extra hazard (UFC 81.105), and adding smoke removal capabilities. (UFC 81.107) 9. 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. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 06/29/94 14:08 CONSUMING ENGINEERS June 21, 1994 a 6219740 ROBERT FOSSATTI 01 A PROFESSIONAL loon NORTON 01 I1.UWNU 1(0 SOUfI IKflEL SIkd:ET SERVICES 1101 SECOND AV'RNI'E SUITE 20'10 CORPORATION SEATTLE. WASHINGTON 911104 HONOLULU, HAWAII 116013 TELEPI N)NE:12001621.1803 TELEPHONE; 0001 533-66.90 FAX: (YUA) 621 -07411 FAX M0111546-2200 City of Tukwila 6300 Southcentor Blvd., Suite 100 Tukwila, WA 98188 Attentions Duane Griffin • - 7 c.. . q ✓- 1 Poet -tt'" brand fax transmittal memo 7671 fsomas ■ 2 �� ,I lC. c..fr ('c, ._ - DPI, 1.. Phone N Fax /t -; t ... J) .i/ .1(7 Fax 5ciu --oiolo) RECEIVED JUN 2 91994 COMMUNITY Reference: 94- T- 07/94102 -07 (Electrical Distributing Inc.) DEVELOPMENT Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follows 1. The drawings containing structural information must be sealed by the engineer of record. 2. The architectural drawings show a storefront window system on the northeast and southwest ends of the building. Provide information on the structural drawings for our review. For example, Sections 6 /A4 and 7/A4 refer to the structural drawings for information, however, the structural drawings do not provide this information. 3. Please explain the loading condition used for the first beam diagram shown on page L3 of the calculations (considering $41, w2, and a 0.138 klf uniform load). Is there part of the future mezzanine being considered? Be specific to clarify. 4. Regarding the special nailing at the roof diaphragm,. clarify Structural Notes on S4 to call for blocking. 5. Section 2/S5 calls for 4x stiffeners at LTT straps and 2x's at other locations. The Roof Framing Plan, Sheet S2, calls for 4 x 6 subpurlins at these locations. Please clarify /revise the note in Section 2/S5. 6. The drag strut connection along Grid C at 4 is adequate for 46.3k; however, the GLB -to -GLB connection at Grid C5 appears inadequate for the collected force at that location. Provide clarifying calculations and drawings to verify adequacy. 7. The wall along Grid 2 should be provided with a drag strut between Grids C and E adequate for the collected force. Additional calculations and drawings should be provided. 06/29/94 14109 d 6219740 ROBERT FOSSNTTI 94 -T- 07/94102 -07 (Electrical Distributing Inc.) June 21, 1994 Page 2 8. Per page L3 of the calculations, a total lateral force along Grid B of 39.1K was calculated (20k collected between Grids 5 and 8 and 19.1' collected between Grids 2 and 5). Where are the calculations that analyze the effects of thee. shear forces an these concrete panels? 9. Page L14 of the calculations requires (4) 119 bars top and bottom at the grade beam along Grid 5 between Grids H and J. The drawings only call for (4) 1 #9 top and (4) 117 bottom. Coordinate the drawings with the calculations. 10. Clarify on the drawings the spacing of the shear wall connection shown in Section 8/S6. Also, does this detail apply at all panels, typically? Please clarify drawings. 11. Provide the detail reference in Section 3/S6. 12. An incorrect detail reference is shown in the note on Section 7/S6. 13. Section 9/S4 is cut at the screen wall between Grids A and C at the northwest end of the building. There is reference to a 2' -0" x 2' -0" spread footing; please clarify. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke CK /jwil cc: Ferrari Design Group Architects 12277 - 134th Court NE 1)203 Redmond, WA 98052 -2433 02 PHONE 206.821.3383 FAX 206.821 3213 FERRARI DESIGN GROUP ARCHITECTS, PS Mr. Robert Benedicto Senior Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 June 20, 1994 RECEIVED CITY OF TUKWILA JUN 221994 RE: PERMIT APPLICATION NO. B94 -0199 PERMIT CENTER RESPONSES TO PLAN REVIEW BY BUILDING DIVISION EDI BUILDING - FDG PROJECT NO. 94011.00 Dear Mr. Benedicto: This letter is provided in response to you review letter of June 1, 1994. Please note the following with respect to your comments: 1. A code summary has been developed and now appears on Sheet T -1 of the project plans. 2. We note on Sheet SD -1 two accessible parking stalls to the west of the building entrance as required by UBC Table 31 -F. A curb cut detail and a signage detail have also been added to this drawing. 3. An energy code compliance summary has been developed and is not shown on Sheet T -1. 4. The structural drawings now bear the stamp of the structural engineer who has also stamped the structural calculations. Two revised sets of plans are attached to this response letter for your review. Please contact me with any additional questions or additional comments. Sincerely, ERRARI DESIGN GROUP, P.S. rank Heffer an, AIA Architect FH650 /III Attachment 12277 134TH CT. N.E., SUITE 203, REDMOND, WA 98052.2433 NVNH33d3H )INVEIA v IH0l3HV1 NNA1 'H :S10311H01iV CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * 'k REVlSIO; } SUBMIT DATE 1 - 2-2-'9 71 PROJECT NAME ILECT• >..577 ) A)C, RECEIVED CITY OF TUKWILA JUN 2 2 1994 PERMIT CENTER ADDRESS GIN w � N , 1 1; ST . TU K' ' LP, CONTACT PERSON �r�R PHONE aa\ -33&3 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER b9 " 0 IQ Q TYPE OF REVISION: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMTI'1'ED TO: June 1, 1994 Mr. Robert Hart SGA Corporation 6414 - 204th Street SW Suite 200 Lynnwood, WA 98036 Re: EDI, building permit application B94 -0199 Subject: Building Division plan review comments. Dear Mr. Hart: The initial plan review has been completed by Building Division. To complete the plan review, additional clarifications and/or revisions to the plans will be required to show compliance with Tukwila ordinance. The following comments are applicable: 1. Provide note to plans with a code summary. Include type of construction, occupancy group, proposed and allowable area calculations, proposed and allowable building height, and exiting requirements. 2. The total number of parking stalls provided for this facility is 45. In accordance with UBC Table 31 -F, Two accessible parking spaces are required. Note this requirement by identifying the accessible parking stalls on site plan. In addition show detail for the curb ramp at accessible parking loading aisle. Show location and details of required signage for accessible parking stalls. Refer UBC Sec. 3107 (c). 3. Note on plans the proposed path of compliance with the Washington State Non Residential Energy Code. Compliance with this code will require specifying the thermal insulation values for the building envelope, noting allowed and proposed lighting power budget, and specifying the proposed mechanical system for the entire building. The calculated heating estimate submitted by Pac Aire was submitted to demonstrate that the warehouse area could be maintained at 44 degrees with a maximum installed heating equipment output not greater than 8 BTU /(h , SF). However, the basis for this estimate included the installation of specific levels of thermal insulation and specific glazing requirements which must be shown on plans. 4. The structural calculations are sealed by a professional engineer, and the structural drawings are sealed by the architect. One individual is required to take responsibility for the entire structural design (calc's & drawings included) Please have the same individual stamp and sign all documents relating to the structural design. Mr. Robert Hart SGA Corporation June 1, 1994 Page 2 Please respond to the comments in itemized letter form and submit two copies of any revisions or additional information that is developed. If you have any questions please call this office weekdays between 8:30 AM and 5:00 PM. Sincerely, Tukwila Building Division Robert Benedicto, Sr. Plans Examiner City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director May 26, 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 94 -T -07: Electrical Distributing Inc. (B94 -0199) Please do structural review per U.B.C., 1991 Edition. Sincerely, -4-1 21 4, ;tai Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 (206) 431 -3670 • Fay (206) 431-3665 CITY OF TUKWILA PRE- APPLICAT )N PROCESS MEETING ATTENDANCE RECORD CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE94-001 MEETING DATE: 1 -6 -94 TIME: 2:30 PROJECT: GATEWAY NORTH BUILDING 9 & 10 jLi- 01 qCj SITE ADDRESS: S 116 ST DATE CHECKLIST MAILED: 1 -7 -94 BY: DLM STAFF PRESENT I 1 Building (431 -3670) EJ Fire (575 -4404) El Planning (431 -3680) ® Public Works (433 -0179) 1 Parks & Rec (433 -1843) ❑ Police (433 -1804) ® Permit Center (431 -3670) ® Other: ( - ) NAMES / TITLES Duane Griffin / Building Official Mike Alderson / Fire Marshal Vernon Umetsu / Associate Planner Ron Cameron / City Engineer Don Williams / Parks & Recreation Director Denise Millard / Permit Coordinator Rick Beeler / Chairman APPLICANT / REPRESENTATIVES PRESENT Contact Person Name David Kehle Phone 433 -8997 Company/Title David Kehle Architect Street Address 12878 Interurban AV S City /State /Zip Tukwila, WA 98168 Others Name Present Company/Title SGA Corporation Street Address 6414 204 ST SW #200 Bob Hart Phone Name Phil Wood City /State /Zip Lynnwood, wa 98036 Phone 241 -1103 Company/Title Kemper Real Estate Street Address 12720 Gateway DR #107 Name City /State /Zip Tukwila, WA 98168 Phone Company/Title Street Address Name City /State /Zip Phone Company/Title Street Address Name Company/Title Street Address City /State /Zip Phone City /State /Zip PRE-APPLECA `ION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenler Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE94 -001 PROJECT: GATEWAY NORTH Buildings 9 & 10 MEETING DATE: 1 -6 -94 TIME: 2:30 SITE ADDRESS: S 116 ST f 1 Fr�.l.• 11•• V.+ C Y • e�� ,4K!���►, !�I�. ,1�!��i�(�►n�:,>q�� % A�!,rl�iN:.r,•,�•�,:; = 1 plditlo atinformationmitybe edegf, + t�t� ;x� gtifii mentei iulationsv ay•n BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 3. Comply with the Washington State Energy Code, 1991 Second Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior prio i to permit issuance date. The contractor may not hire the testing lab. 1.65- f rlij Atha S'ci� /YFec- r S %Nu S7 JQ r tf r ed, 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248 - 6630). I\/ PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). L FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. NSW o - :ate is ! �. � �. _ 1.11��'����eYti'1 �_ wilcg/t'on rj rec., eioed a r/er /771/ 19. 20. Checklist prepared by (staff): Date://J 11 PRE- A.PPLICA11ON CHECKLIST CITY OF TUKVWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenler Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE94 -001 PROJECT: GATEWAY NORTH Buildings 9 & 10 MEETING DATE: 1-6-94 TIME: 2:30 SITE ADDRESS: S 116 sT 1a r � ,;y 1 ,1 at ..r.;.1 % r. Fwi / n •.gi ; C wmrblar'F .. , ie etq ul e n n s •ar era: . iny sarbased n`<1 e t�.g � new iy1r• �.r e.; .f . . da.1..v ; ; . b.�,. '� e= f= ,Hn,:t M. �Y ,•<1 ;t r Y �:AN: . '11,41 ,}4t"r1" 4 A►i ar e. /, A dPPLY lh :- .i • � 'I.' i .Yr�. • r :• t , FIRE DEPARTMENT- Construction Information [K1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) X2. Fire hydrants will be required. (City Ord. #1626) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1646) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord. #1646) 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alc m system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10 Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) [j 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. "`� Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 17. Adequate fire flow availability will need to be demonstrated for this project. 18. f K7 2o2. - -- 5x4-- - �2(�S uLc 7ary Checklist prepared by (staff):_ l Date: 42-AX CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER ' u PRE-APPLICATCON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE- APPLICATION FILE NO PRE94 -001 PROJECT: GATEWAY NORTH Buildings 9 & 10 MEETING DATE: 1 -6 -94 TIME:2 : 30 SITE ADDRESS: s •1 i 6 ST Theiollowing comments are based on a preliminary -review. Additional information ;may be neejled. Other requirements /regulations may need to be met. FIRE DEPARTMENT - Inspections 1. Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 4. Fire alarm a. Acceptance test b. Fire Dept. approved plans 5. Hood and duct inspections a. Installation b. Trip test 6. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 7. Flammable liquid room a. Location b. Fire protection c. Permit R. 8. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. Installation b. Drop testing 10. Fire final a. Fire Dept. access b. Building egress and occupancy load c. Hydrants d. Building address d. Fire Dept. approved plans e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 11. Other: a. b. c. d. e. Checklist prepared by (staff): Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) • Fire Doors (5) Fire Dampers (6) Fire Extinguishers e 9. Date: PRE- APPLICATIVN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO PRE94 -001 PROJECT: GATEWAY NORTH Buildings 9 & 10 MEETING DATE: 1 -6 -94 TIME: 2:30 SITE ADDRESS: s 116 ST The following comments are based on a preliminary review. ::Additional information may be needed.. Other requirements /regulations may. need to be met. PLANNING DIVISION - Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) ;ye 2. Obtain the following land use permits /approvals: Boundary Line Adjustment 0 Building Site Improvement Plan Comprehensive Plan Amendment 0 Conditional Use Permit Design Review Design Review - Interurban Environmental (SEPA) Planned Mixed Use Development ) Planned Residential Development () Rezone Shoreline Management Permit 0 Shoreline Management Permit Rev. Short Subdivision (—) Sign(s) ( ) Subdivision ( ) Unclassified Use ( ) Variance 0 Other: 1-2,,,v7-. /91�CKi,,e-G 01Se4�7; Zoning designation: located in sensitive area? Yes No Pax. cwt.. rZC,C4P.xr, ( 13 SUQ0; ro F, 6z'D Ven•/ FY,1 Minimum setback requirements:' Front:___.._ Side: Side: Rear: Maximum Building Height: 11S Height exception area ?' Yes Lj No Minimum parking stalls required: CO-- Handicap stalls required: No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 56'6 W-13 8. Minimum landscaping required: Front: Side: Side: Rear: 9. i0. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. `•� 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. 13. 14. X 15. '.s 16. 17. X; 18. 19. 20. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. .S S E/Q L A( koG S' F-o ,t. £ t v&L < -rl rJi� a oAt M .r-' • � Al -G, cJ- Sa, i(, rit.n1,1TAaes /1-2er , /eatir . ~rA -4>S; P� 12/ Ye :IC. /122) ii' (� G4,vD S'cA 'r2A �C. G,S� APP2bvel) 14A7 ,A GS Ii o . , oc _aPPc) TO cJ.42- D R/ �lc�� - uA l,! �'Y R-Gf/ . Ers P e c �� C c r 6, /i4xc;, /� 7:1-1. 1MPo,e :r1A(r d[s..Ce, Zu ��� -.� I% �t (L t� . ..e ,.C=� �T. v�yl` - Qa l .i .__ -12 ! t ,, S AR.0 t s7-At ST( Ko7- <4)4'oL)c rF s PAC Er? �- , s'c,6-- leac�,1ce , S l D el,0 4 C-1<- EA.00. . , M kR.G� 7 e-) . Ij( b G 1 C' bR 1 vet,.,,4Y "De_.tvezvgy- orr Koae..7 SrDLr OF I(‘ /O Goers /K• Scp_c��t 3C,15G ? T2UCK A -LC`.44- l F F G (O 'Ic "FA(?. OFF:" -c,cs«ao.� Checklist prepared by (staff) ', Date: T- r or- � 9 PR ° APPLiCATioN CHEC, _1ST tCF -WED CITY OF TUKWILA DEC 1. 41993 DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION -PERMIT CENTER TUKWILA Telephone: (206) 431 -3670 rUUUt. WUriwo PRE - APPLICATION FILE NO PRE94 -001 PROJECT: GATEWAY NORTH Buildings ; 9 & 10;' ::- MEETING DATE: 1 -6 -94 TIME 2:30 SITE ADDRESS: S 116 ST PUBLIC WORKS DEPARTMENT The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. 1. Apply for and obtain the following permits /approvals through the City's Permit Center: n Channelization /Striping /Signing (=j Sewer Main Extension (private) VALi/d/E () Curb Cut/Access /Sidewalk (sue na. /9F) Sewer Main Extension (public l/ �Ey-/E/ Storm Drainage (sEE'Ivo. /92 Fire loop /Hydrant (main to vault)( /j Water Main Extension (private) Flood Zone Control (za/E'X) J l Water Main Extension (public) © Hauling (2.000 Bond. Cert. Ins.)( �0 Water Meter (exempt) WO 0/2,5 0 Landscape Irrigation(rxe-wo. /8J (=) Water Meter (permanent) Moving an Oversized Load Water Meter (temporary) 0 Sanitary Side Sewer (144L VaE'.WvrEA)& Other: /Amp 4-W45 (see No. 20) 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assessments may apply and will be determined during the utility plan review process. Co/vsacr wi7f1 44VVa.s ive',a/..r.e/cT `rATeX oisrc /C7 /✓D. 4?-. 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. 6. Provide Hydrological- Geotechnical analysis. L,9/✓a4Lr•S -Rvn/q 7. Provide erosion control plan as part of permit application. 8. Identify building elevation above 100 year flood v i ngerYIR FM m d(use NGVD datum and nized recog ilenchmarks). up c146. 5'4vdy as oy;✓,P,yiry/V4'wA+tie7 p {¢vloVS D.ei+S. .Elig21.44 FO/2 4.S /G- 44- 9. Provide traffic analysis /trip generation study-1N: ,94'V 1/7704720 ys ex:0 /44N G` AP / 45 A Co/1- 10. Provide developers agreement for ; sT.4'1,,4 -7ED .ir,oafsr. 7V T.Gc° /.7 /N.UDYAI✓G 11. Provide the following easements and maintenance agreements: ,r3R ,44014,474,7"/ Ac- .41"i •.. . I . .'.. �+► 12. Provide water /sewer availability letters or certificates from districts serving your development. n 13. Obtain METRO Waste Discharge permit or approval (684- 2300). 8,f',_ G��cq,P,o: io (4774UJ473) 21 14. Complete magassevarai *vey and return to METRO (self addressed and stamp provided). n 15. Review the following City studies when designing your project and preparing your plan submittal: TWIS iv/LL C7JYE-.e SIOQEIV4L/!S 4NO AG'ESS L fe'lle#Y4Y -1. oe/vekv.vy W /07I,S JN.4LL CoN- 16 FadeN /-29 c'7V CarfIVERUA.L 07:01,141,9 4e1).5. ~RANT - 1:041, //✓l .JW414. 014CT e•TY STiv/►ro4,tOS. vA-AsyFy mor p Ferec.. w .pat/,s24- 17 el4i y0LAS .ovrk-'lRJ Y IS /N -LI.4) L) /,✓ �' /.rE teo/* sYSTEIN. . 4W.+ /? 7W- 6E'4/Vr f44 iV1 /N IvN /C..Y pd ht%T,PEcpt/ /.ee 7J'dF /N�wzr.mO/✓ oFfL�iPlf•4/+�G'NT X18. i,P.fyoro v Alva : CAN ef"%wov[re. /.°Koko/ F s�p6w.q.0 zogeAv.e El. 19. fife))//De QldF7G74917- //1 aYL V,4215 -A - TEI",UAW rim/ 7 4W y //1pzeetaps � -Ziff. Ale -R /004;7 /# .E /7 d THE 7v-r/94 .' C -et f BXCA✓/9T/CM/ o,' .4744 74 8.9CC77.14 d G-6 -E'L2r v ey . 20.4rXe..1t'.ario.V .a - / . �... -. -/�. . / ,Gyr / Checklist prepared by (staff):iii /! Date' /-4-79fc ..+-i.. .t_ r 4 Afr '1 Business Declaration Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a se arate envelope. Mail to: Metro Industrial Waste Dept. Company name: Contact person at your company: Title: Telephone number: Mailing address: Type of business: What does your firm manufacture or produce? Number of business sites: Address of each business site No. of employees at site 1. 2. 3. Use additional sheets if necessary. Part II Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: 1. Does your company use water for cooling, production, manufacture, washing, rinsing or floor cleaning in production areas? Yes No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewer? Yes No 3. Does your business store or mix liquid chemicals? Yes No 4. Does your company use solvents or flammable substances? Yes No 5. Does your company process food or animal matter? Yes No 6. Does your company use metals or metal solutions — in manufacturing, processing, treating waste, etc.? Yes No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? Yes No 8. Does your company have outdoor activities, such as vehicle maintenance, equipment washing and drum cleaning, or uncovered storage areas? Yes No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) ❑ Less than 5A0 gallons -- ❑ 5,000 - 25,000 gallons ❑ More than 25,000 gallons THANK YOU. VI 1 BUSINESS REPLY MAIL FIRST CLASS PERMIT NO, 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE METRO .,_ MUNICIPALITY OF METROPOLITAN SEATTLE ATTN MARY REARDON MS LAB 821 2ND AVE 'SEATTLE WA 98104•9986 1111111111111111111111 11 11111111111111111111111111 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION- PERMIT CENTER s PRE- APPLICA1 ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION .FILE NO. PRE94 -001 PROJECT: GATEWAY NORTH Buildings 9 & 10 MEETING DATE: 1 -6 -94 TIME: 2:30 SITE ADDRESS: S 116 ST The following comments are based on a preliminary review. Additional information maybe needed. Other'requirements /regulations may need to be met. PARKS AND RECREATION DEPARTMENT 1. Access easement for City park maintenance vehicle and public access to 'trail from East Marginal Way at North driveway location required. Developer to resolve whether or not in the original trail easement this short section of trail connecting to East Marginal Way (between the river frontage trail and the paved driveway on East Marginal Way) was included. 2. Request six parking stalls,on East side of building Number 10 be provided. Access easement will be needed. 3. Request the site plan include an outdoor picnic area for workers - -could be on the lower bench by trail. iPRE-APPLICATiON CHECKLIST l I CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ' BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98186 Telephone: (206) 431-3670 PRE - APPLICATION FILE NO. PRE94 -001 MEETING DATE: 1 -6 -94 TIMB:30 SITE ADDRESS: S 116 ST PROJECT.: GATEWAY: NORTH •.Buildings 9 & 10 ;'Thefollowng,comments are based on preliminary. review. ►itivnal information n inqiyJ a needed. Other requirements /regulations may need to be met. POLICE DEPARTMENT CRIME PREVENTION. SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage at 433 -1823. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a burglary in progress when the business is closed. 3. Windows: Consideration should be given to providing hardened coverings (such as security film, etc.) for ground level windows where glass breakage would allow for access to building interiors by burglars. 4. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. 5. Graffiti Prevention Program: It is important to win the war against the graffiti "artist" and keep your building attractive for customers. New non -stick anti - graffiti water - based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit. 6. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five(5) feet from the ground) will allow surveillance opportunities, hence reducing .the potential for criminal behavior. 7. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. By providing sufficient lighting in the parking lot and around your building you will discourage burglars and vandals who don't like light, preferring the cover of darkness for their dirty work. Also the lighting will provide a legitimate sense of security for not only you, but your employees and customers. Checklist prepared by T. Kilburg (433 -1823) 1/6/94 CITY OF TUKWILA Id: ACTP130 Keyword: UACT Activity Maintenance - Valuation Calculator Permit No: EST93 -01 Tenant: Status: VOID Notice: PLEASE CLEAR THE VALUATION SCREEN Valuation Summary Occupancy Type tWardhou"seiW e A lIal $ OfficcesV VIVISOWWWW Enter factors or F2= Select Occupancy CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: EST93 -01 Status: VOID Notice: PLEASE CLEAR THE Fee Information fiBuildinig., FQe p' (Y /N) • Y Other Bldg Fee (enter $): {'P1an' 'Renew': Feel" (Y /N) • Y Other Plan Rev (enter $): t Building `-Surcharge (Y /N) ..: Y Calculated Fee: User: 1671 EDT_ 05/16/94 BUILDING PERMIT WHEN YOU ARE DONE. THANKS Date of Table used: 04/01/1992 Factor Sq. Feet 3.91 5 1T K1`3 7,11 '515J.47 Subtotal: 23,663 Multiplier 1.00: Addl Fixed Amount: 'Total'L;\ a1uatior W ESC =Exit Val Calc Keyword: UACT Tenant: User: 1671 Valuation 4, :3 tAilliert6-1$ 263 0 1FO 617,649.26 617,649.26 .00 :`617 6'4'9.266 05/16/94 BUILDING PERMIT VALUATION SCREEN WHEN YOU ARE DONE. THANKS Type: B -BUILD Vers: 9101 Screen: 02 $F2r;393•5W .00 .00 �`4f S;OY 3,953.78 Additional Fees Work w/o a Permit (Y /N).: .00 Inspect After Hrs (hrs).: .00 Reinspections (hrs) • .00 Other Inspections (hrs).: .00 Add'l Plan Review (hrs).: .0 .00 No. Radon Monitors......: .00 rTOTAI,; P.ERMTTi4EE,i' ;3,,'9u51t7.., F7= Update, F2= Previous Line, F1= Screen Index, EXIST BLDG SQFT: NEW BLDG SQFT..: CONST AREA SQFT: # OF STORIES...: Archive Date...: / / Microfilm Date.: / / Radon Monitor #: (see comments for multiple radon monitors issued) ESC = Cancel Update • 1 z Q AND INDUSTRIES X01,LVNOci803 VDS • AWIVILL 90Z :vi Wft Jp/Ogr2.0.: • .. of NEW Faa l L i t y. FO PI. Ej, ..ECtRICAL NC { MIUMAINO f. arnisawastaticsAvat :r`�stfwrw� f..'MSS . MINS A 1 a Sa.ni al' nr&rea Ilarabala Pnalan. ". "11w11_A legilailerwawas ariminfas t* ff a • 9t1anmss >11.1r w garreariallibt110111 ineti RFS S L�awwii ans • .rt.lf,.. - - MMlM)rl s ('w. p! p11Mi1MlIr MOOS Si*.MIMAMIITt/MY1 twammeavanwar t � • on ALL MIS Ins TO ON OALIMNIltt rRoJLOT..00NT•.01►0 "S, Electrical Diotrlbgtkis Moerperaall IC N.W. 14th Aveiwi Pa. 00* ENO PortMiN. Ornin 97104720 .Corrls rtrruitatural Ensacnr , Afghan . Inc. s S.W. Ilartur k* IMOD 1T0 1 Portland, Onion !7!1! ($_ 1 Co ritelti HSd Afghan Aflame.. 'SSA Cerporanws . 0414 Se Street LW. 0200 , Ly ra rese. weakest fella (3016M141101 Contacts M l idokshaspiqviacroopint owlwlr. «NIEIMMIS edf KIRWIR r! 011610 MW 0` se, ;.S ! OMAN. OS OIsMat pswours a Aa tPtItagt Farrar' Group • 1,7 !1 Cowl N.E., Suite OW AN e Worhialgten Tiflis 0101411,14 11. . Cajat: Frank Heffernan, AIA +.� w I l . rfnofl naar = Fell. lno. F • tan MS lath . :1`t Oilataett i s llakra u De. arori$ ,: '.r 010wis. Oiaimitiew maeere, lee. mS:N TEM'Aersi Sleuth K4rrtr Whwfdhen MRS ( . !warned O. rip! lon, ThM Portico if /Waste* f.+et S . of Olty of Tukwila Sta. 'a Lass M Itaeordoll glee. Hap, N* Sl*0 Iteowrdr of Mr. tMpeftp• 'Clot sun[n rrt iersomwasstrts 'rWNIMrtM* O011l/MHt. ' MI TORNO1MOSSOSMINISANNOWIMINS SOP. allOSIMMONIMNO • /101011w_Ii iett Nr1Oilw►et Then. •mast ' 1 t 1o1*inM/l MMMMMIAi1M 1/AIR see l •l*AF.► ens 'riptaragattarniatrhiret aMSuS NsIMOOSMOtores **11.101•11 �IIIM 4MMrt1NglM1�nN1et �M MVO. tan ritpDAM►A ID 1OO4 Ids—. SIM NW MINIM ewonl feo ML. OM 1 MMINMMId th l Ito Po OMOk spinals M ago $ NIGH and NIIMMMM M/ QPHM d prM d.a al MAIMS M dabs uI wb all/N/ NS M _ M I MAI.en bt —Nn, Tat' CIgq REVISIONS MAO! TO TN! .DONOR 1M SHALL 1M MOP APPROVAL Of TUKWILA .UILCKI DMSION. IMS IML%a0a rIRL MOM A S MAN OMM & NO MW PICLNON AOORIONAL MAN IMYRW Rl.. 7! 1l�tr s +jd4t?r: tit rail w T`1 ' t.T 1.t . $k S© 1, Plat a1 First Floor Pie, as DOS. EMrities a3.. 4 R both l WSIl *Wks* A4 , /I010MfMflMroi Dan • 1 ftssolmten PI/Vairsil N_ $a lint Ark* PIS 1113 . Poet Elentione-, • 1 freak ~ „N are. Detail - • GOSS - • Maliagnuntentlat two ailita AECELVED JUL 15 $94 1011E1T MAIM N Ory11Nf�A IYL:$ A M iut15SI PI MM Can Ma. r PMMrosc " Fi • ° San •*,sa.•all --- MIOIENTV tN E "ra UIITn TRAM:IAOOEN pp TAM .ar♦►► oxwTlNO tANOIoATE ELEVATION VAMP 1 Duwamish River OM) TJ0. Section • North Elevation ordinary HIM wafts WI a►Ist - or cp r Existing Building) VICINITY MAP LS Drive In Door • Dock High Door • PARKIN° ANALYSIS Parking Required: Warehouse 18,149 + 1000 = 19 Stalls Office 5,514 • 400 = 14 Stalls Total Required = 33 Stalls Parking Shown: Standard: Compacts Handicap: Total Provided: 31, lis 10 lis 2 °• 0 43 9 Its DATUM: N.G.V.D. BM -URS 3924 -11, ELEV. =11.58' Typ. Exterior Stair Section Legal Description: Gateway North Parcel B Lot 2 % Tax Lot No. 271 600 ela��"'. ,,,n JUL 22 1994 Nor corm 1:∎?. t'or*- ,r,.ik1171 At 141 n r i vlWJUk.4 .,r rAL6 •.SIG Wr i >AINTI• '_i' a iPt4 ✓I • Ivt1.111/46P A6LE5t o" (00116. a1FE H.O. Parking Slane JUL 26 96 -r-n— ^-. ? r .vv,ry i tit+► t' lir , Pao ■ Sb1 aria e6011 1'1. Leo._nc# _ ORMOLMIE MO. FACE FACE OP CONCRETE PANEL JOINT DRIVE IN /oNOa Lava. 0000 • DOCK MOH 0000 CONCRETE TILT PANEL • VeX re PANEL LEO. ALUMINUM STOREFRONT BYSTEM FRAMED WALLWIT11 STUCCO SYSTEM FINISH o STRUCTURAL STEEL COLUMN 1Z /A FUTURE OFFICE AREA (UNDER SEPARATE PERMIT) r- - - -;'i Q 1 •_i- 1 IKYLIONT (11)TYPIOAl y= OTh 1. 3'-0'X 7'O' H.M. MANOOORIN N.M. FRAME 2. 3'4' X Fa ALUMINUM STOREFRONT DOOR AND FRAME 3. 4. 5. 5. 7. .R O 1 10 S'-0' X 10%0-OVERHEAD DOOR 10'-0' X 1O'.o OVERHEAD DOOR CONCRETE PILASTER (PER STRUCTURAL) TUBE STEEL COLUMN (SEE FOUNDATION PLAN FOR SIZES) ROOF DIAMt/DONMSPOUT LOCATION I' CONCRETE FLOOR SLAB (REINF. PER STRUCTURAL) Vx0''IIIIYLIOHT N OOP NATON 0 T srmal Break 1 OffkleWarahoun Well 0 144 1 .ir..t CITY OF TUMMIIIA APPROVED JUL 2 61991 smAs 1LO1 V Printed JUL 151994 FERRARI DES3N GROUP 1 4 1 a r i E 1 raA. OP 4. NMI IMI _APO' 6" F.F. .y It 6" _611' 0" 0' 0 "_ y EXISTING TUKWII A ACCESS ROAD - TOP OF HANK VEGETATION 11NL (ORDINARY HIGH WATER MARK) -� MISH 10' 30' 6" T/ SCREEN WA11 1 ••• a • COI OR 11- COI OR III -. ACCENI --t COI OR 1 West Elevation 1 A „ •1 IIVAC UNIT t / fe'O'r "ASETRO CK FROM RUII PING PERIMETER 644,4 7 77.9 0 VISIHLF IROM STREET 011 RIVER 1-3 ,. 4 T r • - PAINTED CONCRETE 111 1 UP PANELS - • RIVEATS (TYPICAL) • r- - 1 to ......a, ELECTAIciSTRI /UTING. INC, Q1 XIFRIOR 116HT FIXTURE (TVPICAI ) VZRIFY�Y/FE#L�RwAI elARO - PAINIID COMM-IF 111 1 UP PANE'S fr- HI VI ALS (I YPICAI ) I • tar 1• o" 0 5 10 20 e au 10' 0" HIGH SCRUM WA1I N- North Elevation IINIF.D WINDOWS IN ALUMINUM FRAMES -' TFX TURF D, PAINTED CONCRFTF PANEL 1 x11 RIOR 1111111 IIXTURF (/YPICAI) , _ ,at_4_ cE_Loc*T/tlr_ S� e y(L"` PAINIF D CONCRI 11 111 1 UP PANT I S • • RI VF AI (IVPICAI) • - r 1/6" I' 0" -' 0 5 10 20 1114110 WINDOWS IN Al UMINUM FRAMES- ' e6' 6" t, frulun0 Pin TYP. VERTICAL REVEAL DETAIL 411' 6" PO' 6" E.F.7y 16' 6 "4 NOTE: N.O.V.D. BM-URS 392- 6- 11,ELEV. 11.58' - IFX TURF D, PAINTED CONCRI IF PANFIS -- 10' 0" HIGH SCREEN WAIL ,mow , `_ . • _ - TINTED WINDOWS IN ALUMINUM FRAMES East Elevation HVAC UR11 I YPICAI of 0/ H110HI 4' 0"g 30' 0" SETBACK FROM BUILDING PERIMETER NOT MORE FROM STREET OR RIVER -- F XISI ING IUKWILA ACCISS ROAD TOP OF SANK VEGETATION LINE (ORDINARY HIGH WATER MARK)- 4,' 6"$9, 30' yes I /SCRIFN WAIL 1 XIt RIM 1111H11 SIX IMF (IYP1C • wan wrper-orammaA149 - PAINIFD CONCRE II III 1 UP PANE I S - % 41.- `i RI VI Al S f YPICAI ) 1 /e" 0 5 ELECTRICAL DISTRIBUTING INC. L South Elevation - TINTED WINDOWS IN ALUMINUM IRAMES 1 /Il" 1• o" 10 20 flair noNot. RANI tC8AIC Tf aZ.1JR T°Cr"air 5 -� " Typical Reveal ti DUWAMISH RIVER` f34Lj b141 CRY OF 1UIIWIIA APPROVED JUL 2 6 1994 6111�uA JUN z ! 111 MP 1 E 1 1 (a (a 4 \I 5 6 1 • A:gaT l' =J taw LI N 1 4 N c 0 • 1 2 W r: • 1 �a1ldlno •�ctr�n a -A 11 r • ? in 4 it • 0 `FM FGR. 1 1/1r' • �• r u b tit Bui ldino Section B--B . Ran' :TRUCNRE PLO PtXF FRAMai RAM conk. PANEL W/ FMOOTh, FAU.ITtP EATERIDR FALL -0' .iO' -C• ✓aC.a.. txoR MM.R !•t! *WO' •iu (Tie) Q ',at (TIP) +' fnt.t. C€A01161 4FAJEL (rip.) '''' -_- f_ Nil I ���� tfr •I' iitll l IIII H10i11 :1E- B614-0144 wwI Section f 01* 1410 000r 1/r • 1•.S. well Mallon ! Drive In J r • "c; •i GONG F•11.6 W/ NAINTa1. PONTEO ExrtRICR FfrcE hiR roFM4U INLULATIoN Fault. cffa LG>LATIONt CNLY •• ♦/ Tolosa well MOtIsi • v40 IRttr • 1/ ® _9 0 1r1N • 11-118' Try. PmF tTFuGTUFt REF• Fccf FRAM,N4 FLAN IN.t• 1 ATLD NINPOS • 'gwe1• At t1111R1t1(OO&a AREA v11Ltq HMID St I%SM41 -1 HASIRDll dart lise WA' ;n HoM +eta m1sL Et$Sl110t) CCM 31uub ee Cbn*11100lf0 Ott* out ap •tea paumatart +cotm$as a q ileutAi110N tNSTAtt;p RNTIRSIAt omttte op ieoloR• oR CONC. Witt tI- 100t14, PA.NTEA Mtl:RICr. FACE CON' PANEL i4' re rfuREo, FAwTEO ErtTt.ftcf, FALL r alL. FLAB (r-q 41 RILE PFAN*Nc, CIFAVEL (TIP) rte:- X11 '*��l`1Y II "Silt {Al i 1 4I '1' • Well Motion f Panel w/ www.w 111. • 1V•' 4. R -t1 1Nwlwttn 11STMAEV MICE e2 WTTy1N AUTOO gEoFt leseitIOE. -1 i;1111 is l cr. e +' , CRY OF O KA OWII JUL 2 6 1991 As ttul xA oRfuscm • I .. �.+. PrinrA.. JUL 1 J 1994 FERRARI oASIt1M UMW well amain 1 Inn well Iir • 1'•r 1 1 1 1 s 1 1 1 14 1 • 3 0, ma PR el e d 0 0I Lig T A3 �4 ft I. r i Window Feed 10. y 4410A ON Mhti:‘a °A'r`tr RMt fN14N MM MsM�r1F��+ MO044 m O.H. Door Had wvn*sinr • Kr CMIi•I J One waft tan. COOP. I 'JOTt =ON lw MT LormaTiOla PlooP. now 11aa11 Drain with Overflow' O Window fall/Jamb a uu 4*1 0 le or? MI .44:ThIh:y M ova, PT- tits i 51N•'+1nn fs•psH ELK —{far t•y, tent Storefront Head 0 Soffit ® O.H. Door Jamb SAM MP IC G& w1.a. I•IIpTH Or PAW * Ks &wit N.M. 'Igor* I!► GAGS 14 M. f744111. © Door Head 0 w► o ATII C CWNu IL AL1 es1 0 A. r. L Storefront Door Threshold 'stet 3 M1 Mai4*rtJ.14.4. oleo. o.. 24 came OH. MlTaL RQS scion W AA o •ap too I1r O.H. Door Threshold 4•61ti4 a mq 0 Door Jamb La•T SOUP COOLY 16 G#Ge rt•M . Ir 1ISIL, G'l.*Sy GRAS InJODIMO ALCM. a1ID$tfpafl ti? r TatifeRSD 'SIMerf GOMS 0 Storefront Transom y•ME44oicN LINE w OMEN': 10M LWE tie • Horizontal Reveal Datan r • t•-r O 10 GAS Mal. Pa" PAPA obWlUf' AWM T 411r1A f.X.0 ,tt Iv 'stau►'IT Door Threshold Horls. Mullion 1" IM%16. G4 0.1104 M10DItW &WM. vroRupw l 'MATED TOP RATE TOP of PANEL ArTENNATE CN 2KKki0E. 45E Erff'6W FAETEMME PPk-FINIs4E0 uy/ NEOPPIENE CLAktgT6 E*TEJ4P POofN4 MEMMANE Of THE'fn,T•4P r"ME- AND INtURE. t cMPLETE LAP GS TOP PLATE • Top of Panel Detail emit-1 A9 NEGEV -A.4 r SHEETMtTAL FlANIIN•1,0AWTEA 'J MINA- LW_I•ti colCP1u.ED FAtTENERS ON EXPOSED 910E PAINTED ca- PANEL. r• I•'° C AP ROVED LA JUL 26 1994 As BUILDINIDIVISION Printed JUL l51994 /vow. assay G I 41: 1 1 1 1 1 1 1 W e TO Fro a Llrl. TA. Ft4. 1'45' Tf,'t&t WAu. U.NA v 0 0 b v • sr r- 0 0n 0 i I ,Y. n• O' mud 6' &.AL ow cMa 6•J -W14 /14111 MAW F ON vogo. 'MAILS ON 4' LRAININCI C. OJE.L FEL '.&Lc' E[ ", OK MA3Wt rocaFILL Kn AfrowiFt le sou." r 4 tbi• 0 to FTG U,.6' Si INN 0 0 IMS 94c, u.oalli metre) ca4A ia• ter e r- L ■IMImo sae MUM r 1 to FTLI. O it i' 1 4 0 • j v 1 t' d N ,ILON1AI. K b ORIGID MSUTATION(Tre) 0 to F-44 '11. Nil prate.* FtC,NG'. .. _ NM am. 0 1 W *Ise as stoma M 4.n • 1 oa, •Yl,Y r— 100 O 1 ta 44'-0' 0 P D.N. w-V 2w =d 1_ le WO 0 0 web' oaNO1ITE TILT PAWL • 1'4' x /'-0' PANEL LSO. a STRUCTURAL flft<.COLUMN FOOTING MUNI FOOTING TITS (SEE WCNEOULI) ►ANSI. TYPE (Nil NNEET 13) HORIZONTAL M IIGID INSULATION TNELE OOC WENTS REVIF WED FOR COR,ORRARCE WITH 111L FM 1rm OROIMMTLO '✓.' r. 11- r. 11AL PER INFOIO/OIIRC240 CODS 1 ! . ;->• GAL PFR UN FOFJ:, T.'• o:N000DE 1 1 L' • ..I :'. tAOr'[R.L "E Pff�AG :w 4FrLICANT 19 RESFONS •! FDR DOW:MANCE WITH All Ar`PtICAOLE OROINANCIJ OUOIECT TO RIOUTAEMENTO AND MRI APRETATTON3 W TNEOOVERMINGAUTIC DTM DAB', 0211014 ISTOITKUUTIMOD. me.RA ItAMOR n Therf11111 Brs i Offlc& Wwrihouse well r ureter Footing Schedule a ECU C0] [O] [0] LENr,TH WIDTH =:Oty1TUJINAL Prd11FCRGN4 ti RENAFF -b 1'•o• 1'-0' 1.-e (&).0 te, », •5'. Li 5' -u' 1'-0' (u)Ael (0)415 4' -d 4_DII p! °1 en 114E4/495 • L -o• a Co:l0 a-G (1 -d `' -'1 I. o• tall (0] [©] Wed alt I• -O• ,4 Mr.. MG (p)* • T (ToF) 4 e Venal) 14'-d l 1 1'-- O' 'MO to (404 % [©] [o] [0] col [0] 0'o' S'.AUral a (9)04 I11KAHL%• 2.!.0re cd.10 H.• c' -o' o' laze ((.m»(, ((1 »c. tort. a -s' P -d toilette . a ti-a° 1. -0' (3)#5146 S'-d : '-d 1'-0 (4)114 (4)04 [0] cNT. 41-0' 1' -t' (4144 Top 44 a Id o.a. ;rib . (01 -_ cart 1' -l' t'-o' EFEEteareo -_ simmimmitior WUILDIIki DIVISION ,��' 111' rte, .1,e, Printed ' =01 FJ 1eaRAHI o1 11 0 RO i19 Uv 1 1 1 a 1 s! awing log- e1 f� F d sse.r ®M mos 10 4, +1 r - (IA»s "I n olce re/ (})1ca{W FN Arne I�EMreset t1 tJ m © — '►'If 1e NOS 0 cas'n wijamse f4 �[ Pram •rrnca. • 7'e c. %s' +I" fallAL) `rANe4.� torn I. r►,usl.s. uMo 1.2- -Co 12' -v1 a'' °I' -y-t 0 T sotoII Ana IMP 11�fr a — (3)114 tiloL 1 Iota' 0'4 ta - �I h t j 4 CROWS --)6,10. L. Saul races CSW! e.r - - El t• 7 II Z "C4 /6 rl tLvV,1.) * a'1P'06 *44' Z' oa H*'& : Wiz / rilro. fiNEF` 7 -e" I a,•dl d,•o" R!i"� CIE .Lto _ �IrW n t• 1%y C4iy.i f YrA1) Tr 1 �-4 - ---- - I ( �64ME!ir - (s)f 6 0 s'loo L.1)116 :, S''oc, • .4.120'1. sot, 0d 1,1 0111\ ',4' JI f /. - COOS 'r Aft' 0co V • y'•dRi' +L to trs " x7L� I FMr►Ilrroll- - -�- • -- - -- CI•flI-4" 1r c•IP V. /Alt TII Lai/4i 30 -0 Id o1 „ 4.0" 11 10'-01 #_€ crop c1H11v 0 -(c)Q6 CA. -1ii' c lean L, • • it: 144 cal 1} • 7 _ I I _ / C co v I L @'f��ii a I I _ -- - I tilt AG �1 VII ILI u - 1• It , ■I 1 1 M, ICI IIII 1S _ • •I - -_- - G0)Ae cT 'TIP) re] — - - - - - . y'•d,y'to . a en.cna& ri4 ✓E d oc. ►Lett {- o})t6 O11P4 -- (fi)A5�b1 0• 6005 er -- -ci4*e er e to 10' -04 Ws < N,rra l CC•)06 sr C)K'oL. 19 <0 m ®. 0.6 -01 0 C5 u s. - —T (5)15Gb'oc. riots .4 /%To 1 .0.R '6)05 eP. c S'0 - ray 1 - W4"r vi,/-fra s Is' -od 1• y1 t • >1/4' C4141 ♦ "I' Re -veAL) ( .1 - - t 16 !;Js"ec 7 _—t.� C- 7 _ I I _ / C MI I riiiV I L @'f��ii a I I _ -- - I ICI �1 VII ILI u It I , M, ICI IIII - - t 16 !;Js"ec 7 _—t.� C- 7 _ I I _ / C MI I Clo)1r71 I L I _ -- - I ICI 2'OL r cseGi+© 4 m tr /1n.7 s°. cote :J b10G. crlrIca .) TYrAL of o) GgJNtLTI n , (I) AT fJaLN c c- P of (') VEILT'cAL eARt. NOTEs t ■7 1/4" (6 1/2" • 3/4" ravaal) Typical 1 All Pals U.N.O. 1OI1M Cllr OF IUNWIIA APPROVED JUL 2 61994 AS BUILD I, I '1 DIVISION Printer JUL 151994 FERRARIDESGN GROUP 1 1 1 1 a Oki :r •1 0 N anti aye • t, Ors Nit 40/46n14. I:•nct• Canithibripa tea PRA na4 feF sat• EL q Wit. 4, rot pew p 0411/14 GIMP wall to Footing Plan AMA. WCIPINt4 664IIIT PIMP 44/ .ea.NSAI•TIC tnU :SW NcmJ see• Dist +h•/• •Ns4 MIT. rl rle1 CAIN 71/411/41••04 fella Ara41r Mean tIES OLAWOSIlaaTI N RAN Pail Reinforcing . / 1/t • 1'• t 111. • 1•-, e.la.•NSr.0 EArool I1 I*/ 4 V `Je • • DHOW a NcN •a$4LIN1. egi•IP •. o • o 1' 6 ; • tl- Wall to Footing Connection enaea 1 1 /t••1• -o•- Construction Joint (t).6 EA. FAc.E 1 1/26 • Peet 44 e.L' O.G., E.W. e t * In4ea.. 0 144• CAR. Panel Reinforcing 1 1/r • 1•a' Noll: !flown. a41W110a 514464.14 fgr•OeP AT � 00 sun" 1.0' A eve. P111144 ►M� IL oe mew Lt1 a' TT NTT. Panel to Panel Corner Connection A L (s)0t$'at:. Ps *bob c a*SsA6 d Embed EI< Y4A4*4 4s' • MON D 10.1. X1•4.• ae %, 1PIOND t:::=.4 • D• '.'rs' L. •/4• X 1t.S►It fry (O'Da p in ALT. REP" b•• 4w0e 40 Ago& Y• E 16id� - Wald Embeds/Connections Ingle FACE REVEA "lacks' CM / L I NE vEATI.a. OM 1:1113101 FACE Typical Double Mat Reber Placement r•1.4,• INTERIOR FACE E11lEMOI FACE Typical Single Mat Reber Placement Reber Placement btlLleo 144 n - .c."AJOGQIp1.14 l v --- 4 wwo b Pita to „. a111'bIMN. 1'a. � °lrrems e M 6* NOYZ' nova. aso4Pafla/l AT I/• RPARV• e • FANeI. mammy Panel to Panel Connection . IIe/14IIe'd t:11a �4l 11 MAP. REJEN. e' Lkl' L'-d L' •d' w od -,01 c.:titEAP FT(,I. e. e-o• o•G. t- . 141 (3)+4 6.W. bet _ FEN• Gam-` a z Y 1. . r•t• -o• a of RE•41064444 il;UAMT &MHC. P/wE. - - wl Q TO& Sig., (10M5a44411 04.eA'.i -a Cad' • v.o'' ePPsAO ftcl. PIN. 4RADE 11III1111 1111 •• Cltoo. li e14 e.le 64 • • ,•,.3 •3. ice/ Screen Wall Footing TD. NOON WN � d _�' oPMKa ICI snow Toe %M 4 coat 1e IMMR 1N T( V•d, . Eli N$ b••01 04. • ple4 .• AMU+. Panel Dowel } ' /i' RP/FAI. Max. Is• r 1- ------- _J___L � )•r.: 69•4t. e tli; LONE I , e (,• 04,. LONG L Pllnter Reinforcing 14 Ca,. to 11E 01 no vat 1 U$ • 1.4" Structural Chartered Notes ".64P001 RUBa1NO CM, 1911 IDmCN: IOIOISOW WAD IMIZZANINI SEISM IBA1tat0 L 110170111 OF DOMINOS TO RB A MINIMUM OF It BELOW 2. OUJIII •naN CON IS SAUID ON RECOMMII4DATUONI1 RtCLUDRD RI 0uc1340111RRY or 01101110IMCAL REPORT FOR "MOM S1A0A711 DIYILOPte4r. ALL IRS PRIPARMION AND FOUNDATION CONSTRUCTION SHALL SR ACCORDING TO TAX REPORT. 255 PW 4 DRIFT TAKE 3 00 NPR WGOSUM R MOO NW MONARLR 3s. 4. R MINIMUM PIN MMONS �GTH AT X DAYS: • • 414• PSI MAMA MAXIMUM SLUMP r PLUS OR *NUS V. MINIMUM MDEMtINma n OOIIn PIR C3JRIC YARD. • CMrAQVIQrNAM rCLEAR. • MOND TO MMTHIR: 1•1? GEAR. REQA�111 S� j TO EARTH OR VAINMEt se CLEAR. • DMOINED MRS ACM MIS. GRADE 1D, TYt• U.S.O. • 11411.111ID SAM MTM A t IMIGNIUM • (71 ALL PANE Np AROUND OPIMINO& EXPANSION ANCHORS TO 111 RAWL STUD OR IOWVALENT APFITTNED SY ITODAIR PRIOR TO m$TAW►TIOIC ALL MOOR TO SS IN ACCORDANCE WITH ACT SU, CHAPTER 7. /W. CIYCM TDEE M ACCORDANCE WITH AO 313 OAF18R 10��11s� AND RnEIPORCI O TO vOPMCML INSPECTION *NM 34 X 3'I OORIMR MN AT ALL MftRIRCrINO n ra . MST *AUC71JtiL. STEEL TO a AIIM AM UNLIN s TiJEi ern Toss MIN AS OPALS L S. SOLISTO MAIN Asst 4. M LITIN 110 M RY WKSEM WINO le 9. I`lt 10 MNSALLI M I SYARDS. 7wmm NANCY a ACCORDANCR MNII uac t ..� MAIMIT MOP DRAWINGS TO M FOR Mg OWE AT AIL MAD common ■ • 11/9 • ••-r I. AlL UNAILS l TO M IR COMMON MPS OR EQUIVALENT DIAMETER AND 2. AIL NAILING TO IR IN ACCORDANCE rmll UNIFORM CODA TABLE 33.0 uNU1>t NOTED OTfffinNIaa 3. ALL PRASDNO HARDWARR TO Y Masai noNO•TlR ROUIVAIlNT SPICWRCALLY APPROVED SY 4. DRW. DOLT MO11S 1/10 NCH OVERmZ1 EXCEPT WHERR 5. WJoR ORADM. • ALL 31t AND LARGER MEINIIRS TO 111 DOUOW FIR 02 OOCEPT11 WHIRR NOTED O'fHERWISIL • ALL at AM I14AU,IR an n comas FIR 13 EXCEPT NW NOTED OTHERMIHB. • OWLAM SEAM DOIJOIAS FIR 3W.VI AT CONINUOUS SPANS. wawa RANI AND MILIN AT Ulan . AIL MOOD NI IMMANENT CONTACT iris 03IKE131s 70 IS PRINURE TREATED. • SWUNG STUDS TO 1111 DF13 AT 1%4' ON 0. SHEATH/NO: • ROOF 3871 _ THII071/1" ORIEIITED STRAND WARD • ORE • TYPICAL ROW HAMMO (ALL • Sll ROOF WOK A n� IT QC INTIPMEDIATE. • FLOOR 1MMATWl107 WIT a 0 PLYINCID • T KA ]N0: IN AT t QC ED011 AT 13' 1 1 1 1 1 t IS he Ike - -7�Y• .74 .e L ROOF TRUSS OWL M ISITURUw AS MANtJVACTUIRID SY STRUCTUMS RC. 2. This MAIL= DRMOIADD BY Alf MO1® REGISTERED STAIN IN 1111 P1110/10 V� aIM MAM*ACTU R SALL SMUT CMAJIATINIS WD APPPROED SOP ' SSATW N AN MOM= RIO TIMUI M JUL 2 6 1991 ` & MUSS SIANUFACTUNIR MALL PROMOS MWDODNO BLOCKING Al RW 1gJT t1 �' SON LOAM TOP CHORD: M PIP DT. • SW Nf BOTTOM maws Tt 0*. a ORTR wa • IMSNRTI Printed L ON JUL 151994 TOP CUOMO MAMMAL MAl WAD: la a . IS CROUP n WRCTEt seaI I SY TRSiM NOT 1.11. 64111tAL8nRW11ARY 4d► AT AS4.. R1.w. raw. tJ P.T. TcP R. (AptEOfor, PRIMO •t/ 1t: 4 A f3 44' 0.0.0E-1010 4' MIN) TYP MIT ARP MY t4.14d Mena (•wt 4 &Vie) vY to m w 6I0LT (EMgEO 6' MIN.).:PFtw. INOPIMA Pia'0. se 4604 TO. 104 6 wag ace EPEGIAL NMNNGI N4-1 J.3 I*W:1Efl Conk. sat. r•••.4.-7 .. 14e 'Or fla711 4ILIIFM00- SS WIL .0 G- ag.) n; PLAN Ltc4tee brlf -PD l/MI4 WA O.}'lo IMP• 2-td Spits no ma. bays •P• .7 F'/j,a o' • rl' BIM all- 11 CS'., y'•4•vGFT iat. 4 ru reel's. (.' r van ere% ..1! tuts* ft. IEtFPL.P Fdh vtiopI) &'V 14•14AE. • 4 -a' o c. (fMet0 4" MIN) "0"1 Kid a 4" . •4 tie a t y, OA a r rft'A*- PNWNG HIT tee. TIE a n' .dot. tom, rY a114a (aft 4• LtC)'.LOf't NNt-' At Rt4O N(4' Err' ea r jAY 4' MIN. ENO/v. ct1.: -IAL ANC Pt4TI�r1 r s•i GI(ED r TLEE rut Ft44rS fa•Lvj Wife WALL PANEL £TM? O,E R Tf,IJ'.. t t 141 LT.tt4 4 R-i•o 4. C44• f1741,4% 4. vinOt NI Ft H044L1EF tA ENV ••U PT Lutes N1 44•4•Ae •aa'ct • (tM260 e" MH) ("t> tag raw. r rrial nt 0 Kb TtS tea,,,' 06 K bl 7- LS:'!•ciao .o' -Id wit 4Li)*...blo ° gooks «eidv„. i. 44 O'. i0° 11(Z) °4g74xdW144 AI- iti • 11 LL je•Et yrsk1 •e.•ESU1t r+r.L • it 4 •604011. Pilaster to Footing Connection �•-- rE.C'i L4LAt10H F0JN,4\?uN PLAN) M • • e '. Closure Strip 1 M D 1 1 1/!" = 1'-a" 44 c L1" 04. aft-I4 144N4E4; FER P U•NA. 7MyT - - %l N4tT t , rIANt#R (TYP) -11 TFV�i. tE v ``\\\�/ 4 4 RAN vt 1Z game is TWJ.bE9 (Lot EST To 'OL.uHN • -t or ectUMN Q 4 r • t 1�, /III 11 1111. 111 1111 au Lill i! • e •se M1••nNrr 4tCULE pares =KM Column Rase tb ' Y4 ab •tiLleolatct t_At1e4H QP -R41(rrr. ) .Th JP x NAP+E9) 412 e TRU:4 NEAREti EA. rot. I:11%Erl P1P0v10E vent, EA IiPE cf 40. WHERE 'Il' it owes e$ •P1014 3'•0" •14 • = er 044 0.11.40 {r14'IO4 (Utt is 1JrrJ1 ,Jm•irs 4 MEZt) nacre. 1.Job•411. ,' -o' log (t)M0 .. t'•4" a 4' L4A (tap ryW1OPV `TLE1-) a3,!. 0.1t4' 1414• II4 . -o• c I'-e t :111. roc It 'y.4 . o'• Id' ft. '14.4 . 1' •7.'e -Art a� z���..ssvo -- : /s' q' faJL. 4TJ ® Ft •v % MIN. Emeto coosiat. — Wag \� L4)4+ a•r1: Thickened SIs>>Ib 1 Stud Baring wall 4'1' tart 4ROUT Cat.. PANE.1. cart C11,oUT • r • v e'. e Step Footing 1.5H • 1 1/!" . 1'•r C AP OF JUL 2994 6 suna9visiow Printed JUL 151994 FERRARI DESIGN OIIOIP ■ B 11 1 2 N 0 8 • 0 N 4d O H Sof aeon IMolt rnenoe• !.e►i l l AT 1/0 AnN•r* • Coln ection IL •i;.w:s1 y1 094 • *1*.t#- runs H Er M1b NY r ■.1J surf .4 tame 0* 4o oc rate ,1/W 1Jw MJNNao cn.'.•MI•1 Hobo Ho1.O•14W b 44) 4Arai vs 14 rierneepit, go N0140 14o140:044b eIM4q. • C4)144 41. '4 v w I ®Drao Strut Connection 4 %t 41. tIAjA1- -tt'w' e*..00 /VW v .1 Plait CO lad •4'04 ••s1'- r t (. Web tj WOO ' /4461.10 %.' 4 Yt' 004J-Lam r wrt • • •Va'gLU4*M IX' *•te• tt %'sV' M...ts IL %&4Y1 wi4, o 0.14 t 1'ReNt+l .6 •lkt' N ca ".44•4 I lalaystysi Cortino kcarattora t•-t aaadaa • It.. J•llp.tL.1e ''�rf 414%) la t4 (0 cea e'-ai - tai tt al — — r ceuciclt MI+u. 4. 4, <rn t •.��,". r tO%. aa'°ir.=ts • tXj fa) 1 7 1 da miol t urn'-# RB: 57141 Connection • 1 044't sitAR RMIS slit M ft R s, vpQ R 5{uw1di4 t' MOM: silt ` 4 s wet owN.411 eE11MO►t a to s e tMNGltf . N 1 • • • • • • 00•42014115 � MBE) Wye rOiltn,e0 Mob 1 • • • • ♦ • • na l*JAI. tai. Drag Strut Connection to 7.7 IM- U An -0 t�4'ws.10 WA.t)* N��b1Zp • Nw•f 0b o0 )114. t4. 1P4 Met, ca:)!, hill.11Er4Jr 1W11/17,00 �h 10.4 .IAIys (1414. t% g w•* •Lt ?no of NJ OrAc. H AnR C•frcIAL, n,►I.recrjell fteara.0 4.4 I.tfl. —4a6 eter.K*S I °d Z4'oa. Mar e1 0,4k Per 1He -1Ruebbb Wall 711 1 Pilaster Nuke k4 �HA l� -art. ( ° :rep. clSno SIG Te• er Elide %'re tee or Vale*. seIIz .a�le Rives. 81.4 04,014 Pelt Slur wall Connection %V 4' t •1...,c. glee 4' BMW. b at Mu 1nt a PAGE. lta rdial g. Id jea eP- Panel to Panel Cone Cofn ectlon MLILO I1q tr'etced Get. Wow. 1- eVM'CA.sol. l'�Alh P W e ea en Q X0.6, top. ft sAiot w4 RO I owe. vent. • o "mini (» %'4' to I' ♦laic Oiu -Lam Ram Seat Panel Lap R•Inforcamant t t/rcI' -r Pilaster to Pilaster Cannuctlon ret'IIl _n r.►a rain %Ri tnr brWci 14a•10• uttf, IOW rlNM4r1• t7t114 ;Iraq � 'Nww icalos06114P 1443 fl SCAMP y4' SCAMP $ • 'mos' 1 il! "1 orIjl G4)Mb • es 4 23 no R w1'•1'ui'G' ul .t7gp4''rnw . , ISoo vtpti WA, 4w•IA11 1 Drag Strut Connection 4 fog di 4J -IJ*r1 W /6r,sSae/y 'i) oSsce Ntit'•01 1 •nr 1-I' rmo `ib• Nolb: G) meanos •L' -ro' la territal entaa tvlMtiep.r rleeb4r Wags its 0.t*4E 101:a• Win WE LIPS11.. � iy I. wean, Litt)n [A.9`.a)s tJ• IOC .'l0 b!0 f,. «.W •/+ • 4 bi sta. Plan .e 05.1.10 list 1.1N8• I Lvu N.1I0 = ti Y Ii --------- - -- Chord Tie 11 I I I I Elnatloi5 N PMlei--) Iod 'a1'so Ito s t tirerJt 1/'• e4' $MPEO a. a -Mae a•1) IZ' oc yea. R •/j,•A 104 sa '.os I' vela..I.et fp Urs..1° S I ib' Opb a)' /64 Mb Wes) a Ve' a11b a ? #I15 v Pi. tent ■i. v R s ra414° Blavatlon v 1 1 -b' APPROVED et ...= 'Zed* or Hoven •IITUp% MAR JU L2 61994 cap saw Lr"af T w lf3 - Bwlt l CM' Of tmDnu Plan O1u -Lam ern neat Printed JUL 151994 FERRARI DESIGN GROUP NEW c ors JUIPRIA ANN 10 pLNT. 14‘1104•13P 1h1r0.-1 Aplp-r AHfl4LWs .w,l • �avrztr sI, ►�wfaifr'�I eo are , . Pear �WTI- 4- VI ANN d KnOPIGaj AT 41-4- *a 41kIr OCa�I•yf ACpd6 PWlplfP -0%.Orb � • �' • PROLts w*la Mott aTg — �/e� r ,� snlw F � j��� p f Rllkal ItatLg...S; A 1 E- r.��'.,E�bptpr�{l -,^1 �M t:14 ly' M,rN" 1 a&araCIT Teel G 041FMGl wID 'L ritat'jI1NAT5e 41. +Nwra(a Is• DECIDUOUS TREE PLANTING DETAIL a r•• 42 • Gass To 04-40" areowt, #4.4- Wes Triaace WrrI4IM 1M' or Rt.AM.I<- toots 'INTO Ii 4 -t*NE: c 11 eletle a:• e-. ePda.EY e� I I.p. l hl<a P dt *91 N -1 tMPa L 4$1,N r N6' rya rA6gc* swims- *sews, RCS i'•er 1-' 1.st'R.aP000.•rerl/ 'r t- roa P l�.�ply � � :114 CA NOTT1011 Iti'4 p.aiN NMI low PI'xe'o --nCWGel oantic ns i.011i' 1� t�at�o� I 410'11e/., Aw•N•P.p4q�RMepIITF2r.I. VA;AI 4. NPrPIN 1 11 �P P R'NN m* PAN rig **(KW) Val KVA-12 TML,M GRADING IN PARKING LOT PLANTERS w ' ASSN' art i eine Mitiotate4t001 .*ia 1' 11 /.).511'"••• • •'1AI to •ll•I)I)t)ll /' • .. .= •i l'"1 ij !�♦I /I • TO Si aN a p4�` 611040rfW4I dal. ,�t'1LN '16MI..A'NTa41110' w.as Cf_.o arm FNLC11) many Ma.c.IV OROUNOCOVER PLANTING DETAIL a.ra. —1 1331$1 LRIk - Duwsritish River NSW O,'l0'e ,L trc .Jr11JC-s JB(oeTAIO le' .. »» , t{B�.r]1d.�IfN *E.cb /lL. P1gN1La The ` /AIc4.oci, ?Dap �` �• — L ..- — Ygebtlen LINE end Tukwila hIFeeperrtt (H.W.M.M.)0000 CFI) '/ 04tkit I. ail K 1 -aN azlvF ate.( 'thl vacs: ce o2lr(I►.IC. Stoehr' err trCOle altrwarwe <xtsp•I."L.L To 'VP OP iap►e. Flee ore LT Owtt iev FOGY-- •'r-e rrczkmr 1 1 1 1 I ' 1 1 1 I 1 we 1 eo It.. "i=ts• 4.1.44141•4 CCPe* 'c. foLA.L•. — • • Existing Building 1 • -J 1 .I 1 \ Development 11 11 11 77- Saith 116th stree t A. • 1 PITS PLAN LANDSCAPE PLAN C1u��IF.1a'wrp To 9.4.• ►- _ sateen, new, vlolruthEa Gr- •K' a LttToM;ce otcce yT• eatiemer,OL.a clef 1t PLANJt4 NOTES and MATERIAL& SCOPE IN McMI FURNISH ALL WVLRIMS. LOOK CQN'MENI ND MATEO RCVS NICISSARY 10 ACCOMPLISH ME TRCAINCNC Mb PRCPAMTIM Or saL, rNISH cwauc, PIALEYCNT Or SPECIFIED RAM KATERWLS. 1ERIILIf• SUMO, YULCH. CUM-Up. 0[ORIs RW0vM4 AND W ow WNILNNICk. anatated LANDSCAPE CONTRACTOR SHALL BE SKATED AND CCSTSOCEABLE N INC nELD Or %oat CanUCta SWLL BE LICENSED ro POTORY INC WORK SPECD'HD WITHIN INC PRESIDING NRISOICTION. ALMS= R a INt CONTRACTOR'S RLS"ONSOUT' TO REVIEW INC WE AND REPORT AM CaSCREPANCIES 10 THE MIER OR INC WOWS REPRU[NTATM. Au RAM MAIDINL AND FINISHED CRAWS APR SUBSET TO APPROVAL Ur INC OWNER. nionti SAVE MO PROTECT ALL DrpaNSin i PI/NIMOS SIIOM TO ADM. 00 NOT RAM BREAK UNE AM ROOT RIRRIOA1l1l INN, MMDT a tO KMPdStAt,STh.TDD: NNNOOOIT MAUI UNNTIL THE SYSTDI WL4 MN Or OWNER AT WORK pW1LN COMPUNICt MCI PWG NC 00 WIT OAVACE lflc nlCATIONS� DIRECTED GEHL BY RAVIRI d Calla P�...r..L•, DUMPS M COURSE q ROAR ALL memo nano MFM PRUNING DIM snout DEPTH. RE- ESTMUSIRq MOM mac MD RE- MILCIOM TO OR/AWMEE ALL PLAN WIERUL FORA PERM° 0' ONE TEAR FROM MU OF MAL WENNCC OF DK JOB Br OWNER 20 HMY 911O0D Yf. CONIRACTON SHALL PROWL 011101 RINLN A SCOPE OF WORK At fin W DONE TMORCT 00 10 MADE UNDSCIPE MD IR IDATION WMI0NICE FOR E0 OATS AOLLORDC COMPLETION Or AORPTP ANC Or MOM TEr COMM MCO TMOWCis coui' i /). BORN SHAN NCLUD[ AS °ESCROW. BELOW, N A' - Mau naaJYteOYL PIM INTERIMS WLL BE srocat GRADE ATNO.O. 1 STIED N ACCMdwCE URN LMSO. AMWtmm rFROGI INC NURSER/ ONLY'�Y UPON AVOCATION VOCATION eAi* UAW NAN19. e a t NOICAI[5 NO IPATIMPED; catty RCLCNffi COAT BInRC CALL$ e GROW MO IMATEO% YN SATISFY s • r OR CONTAINER COMMONS. R101171TE$ MLLdI. bnldri TERNL MOLL COWRY erns STATE NO mows TARS FOR . FCISE rtH VFW. PINTS SNAIL EH ALLY IM, SHHLL 0 WELL r011WED. wow r neROlt4 BOOT SYMMS ROOT RAMS SHILL PROW MUM NO DESICCATION. S[GOLLT CONMFRO MD PR01EC1ED PUNTS OMOMNED UV mose/PEOAN R0E10tc • to HAVE DWI DAMAGE. HAVE wane on ' nun i0 Mr mum oa 0000 SNOT KM s L oR ANSI StNMRDS SIMLL BE RUECTED. PUNT IMTERVL sSPEculal SSPCatss///HNLYBNo. NURSERY SOURCES SHALL SW MOSS LOCATED NORM 0F THE 43140 U111UOE (CAL5oma,/OREGON eowER). C) 040 SU Bsn IUTtON Ot RAM AX W SPECIES 10 INC 011 vNCR 1 eI i O WW1EED Punt BROKERAGE s R UBSITI1 ED s I H ME RO two AU. et IN YONG FROM Mt ORNER AND AND U NDSCAPEM" ME . ME SPECIFIED SHE. SHALL SC SPEWS AND NUREST VMIETY, As APPROVED. SHALL BC FUR SnCD. sad TEWA MD/: SDI. AS SPECIFIC OTED ONOTNCEPINT� M[ fOLLROWIND�OfOPSOIL. AMENDMENT. AND BACsr1LL ARE GENERAL REGUWEMENIS FOR ALL LANDSCAPE AREAS. UNLESS NOTED OTNERWISE ON WM PLAN. A) 45 A MNNUY Y TOPSOIL CONSKiwO Or LOAM SOIL WITH 20 10 25 PERCENT 0RCAMC OTTER. TOPSOIL SHALL DE AMENDED NM SP£CDIEO 1ERTUEER, N e) a.. MOW. AND ROTOTIUID TO 0-INCH WPM. LOAM SHALL 1 CORRESPOND ia AND SILT CNN U.S METHOD CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCN2CT TOPSOIL SUPPLIER AND SAMPLE Or TOPSOIL. B) WIVE STATER= SC AL MAY MEET TEXTURAL OASSOCASO N. PROVIDE AMENDMENTS N C) 1 AND C) a., DELON. AND NOTINIU. AMENDMENT TO SPECIFIED WPM. c) alt101S1lti 1. altallelat NOME HOU -RIM (1 031PACIED 0 111 Or COMPOST PER 6- INCHES SUMO. � i �r rommere°tRanr s.. waR N O//nR I MNa t. Ma= OMPLEtt P NT sun nIZASt I..a,aa. Nomura* SHILL 01 'r 01 AG00 SO NUIKOtt To -Is -to At 50 POUNDS PER 1000 SOWN r OR 10 YARDS Or Ol NRO cost 0R C , 'LILLY -TIMOR -PL C 14-111-12 r1A -le -ta At 50 PONDS MR Iwo SOUK MEET OR 16 YARDS W OINK COMPOST; OM •ONCE- SIAM NCH M E4-4-0 At SO POUNDS PEA 1000 sown FitT OR 1s YARDS CP CRUM COMPOST. 7lsni4 f lcA4 9' 144. A1:,. LANAI •. •I ,N .I,I,HITFCI tit_ • I LRCM. �I Vn •ai PLANT LIST 14.14 .1.4 HIE 11; aWrsss t I, TB NMIIIC-Sgam ON -sRE tonnt* on•vsito PIT SPOILS) AS FIELD PREPARED FOR PUNINO/MRI. E) A MNIW 1 -� OF PREPARED ro OIL PM AND a el MOW. rows OF ALL INOSMIK Pun* t�OPSCI1 &NU OE RED ono S INDIGO THAI DOME SOIL Is -Np1. PeO • IS MO RD COMPACTED OEPM. BAS[/SUBSOO. AS OETARED. SOd OEPITH SPECIFIED ONE- ILILr -mot 0/29 to ONE -INCH (1')). I E. 'wow. NNl /na PIN APPLY Su OuANIrn to PROVIDE THREE INCHES ( TO ITCHES (N') OEPM N MGL1 NOT PLANNED N TUN. E1B6Li 1-1 /2-0101 OVW[TW. NET. By a -root DOUGLAS FIR many) MUMS 1 -Nat RIDE POLYEDNUNC QNN LOCK TYPE DES; a. 3/R Mann MOBER. 5 r. mama is ST RECOMMDNCO FOR Inc LING TEAR MU INSTALLATION. Mm rn "111LMPIKOr; 413 FOURS PROM 10 1 841011 a ISW1tMN:R 11CROLIGMt RON WATER MUMS PRI0n ro DELMRV. PUNT 11UDDIL DOWERED TO SIR still BE REM cONNUALLY MOM UNTIL INSTALLED. COMM ,In mSQil C wow, AVJP esmild r) nn AND ROOK ROCKS NO na.. 0sI[CTS OAR TWO WOWS (7) OMRTDI MON TOP TIMM Mitt (S) O► I M AILED pNTNO em. ALL Fvcic DRADa SNAIL NE SMOON EVEN/ ORA00. mos COMPACTED AS SWIM ON INC PIM NO OETAtW. SKI CML OgMlgs COMFY FINAL ELEVATIONS. MOM TREES ON SITE O MOPOSED LOCATIONS POI ONIINOS. OIDAVAD PR PLANT NO stn a Off, AS CALLED OR ATL TREES MO SDPPORIS TO storm Vc1111CAL wen OYU. BE P(ACO AS DOM ON INC MANTIC MH. LOCAIW AS OWNED AND M OWED OUT ON CAM UST we nu SWLL It Pe spots. xnit worm. USN. turn ONLY. No MEC nden commenow MIN INSTALL S LETS As SPECIFIED TOR TIRES. D BE�Nt C O IRWaft V' 0/415 IAKE 10 EMSURE MAT ROOT CROWN b At PROPER WADE. Mais MULCH ALL cnOYMKoV[R WAS NOT COVERED BY MPS. MULCH MAY BE /PPM MON TO INSTALLATION OF OROUNDON I *Ku R SMALLER TAN ONE ONION cowmen sac. 21101.91t ttga MELD A.IUST PLANT LOCATIONS FOR / 1001 SEPARATION Or TREES /SHRUBS AND 2-1007 1GR GIOUPPXOLER MOM TOE IIIORAIOS MW UIIUTT VAULTS litEtmammoomiumnammt caMRACt0R STVLL MMRAN CANNON MID WOCATION DOOM' CCNPIETED NSTTN5AICN. AW UM. AOCPMXT O F LANDSCAPE TMTNUICN, PUNTING DwIWwIC,z[ MALL MAUDE TWOS* mom. CULTIVANN TIGHTENING iS°��It o' D oMOM SA MFD"al' N1 W232,9eoN1 Uri [4LC[O O REpACC1 rpt• MOW NIS MO a IN SCIPC a AO PfIt OR 110TH W CANOPY. ME IRMOUCN OSTEN OWL K warm= NODO•O AMMIIIMIS FOR swam PIRCiRNCM. rAILED on HEM/CnOOIw MICA110N EQUIPMENT SIWL OR Irma ON CORRECTS PUN, MO GROOM W NAME MALL INCLODE iMOBE OPETI IONS mouser 10 INC PROPM GROOTM NO WPM& OF ALL PUN, CONTACTOR SNAIL PRONE MB WORN N AOOICN TO mane RAMANIT/ AG62 G¢GIIJAstft• / \'NNE F'1ArL. . &Ut41 � II.1N.(I GIL a'.flk, ieroL,oJlt.l$ILA/ no Two. aas1A,larso LasstraMUy frc. Pot.I6./ kcNIDOW 016.441E PIevWJe eon '14041, ot,pl/p/ ?L.I4a a C!.QM &Str rJA ala°amour]) / so treen4 PROWLS) �N e o L.mI.A Ei1. / Wtot ocLNc"ewN 1c. .42a4.ss. /rvaef.N "toast PL•IGAra/ $ISf (ratLM R. G64240. 'iitWAd& tr.4. nlsftat.ocoma! cm' t.AM►tP aget,c J w -.Avt7 L..a.4C1dJ E 'ICIoMCe•arsto.GRANM, taime Jtek Ooif ut*4 /flescm &MPG 126.1a1A.4 Ice NVI.TIat:1We% le,' AC.. 'iltantod lr 1iFfolUNaQev ciaaurea feU1•• ' ?1P F'ta4S ?MI iS ; Col"? 046 6#aglMbv 4o� Co'(WIIN) i 17AR1v.\MP(4- F4!CATI•16 -soasc76 _p o12 encr. 9,41e24.• E, t , OR. ; :state o•b.b's'LMIJ• *StV 'ij*.v o tGa/Mi't eittar 4.44,60:seem w`e.* `Zoa r4. a oa.; Mr14iD bEG rWr IAl •t._ ORO', L-aaTE assetuu 040 j RECEIVED JUNK - 9 1g9ii 1 PUBLIC WORKS 3.411 /ICmhF FLF' ��. 14" a-1/4M; L-A' /•ti 1 " SHEET do. Nu. 0107 1 of 2 5013 -- • ,. Pr o. ,.at 1 Duwamish River Vegetation Lino and Tukwila Property Lino (H.W.M.M.) Moo 011) w - Lid - -• L.t L.t • .. •• • a. out PPa -2 X18 City of Tukwila Access Road (wan surface) • 16 of 11� t0 • • • • 1 Future 1 Development /B Leo Existing Building 1 _ JI i t �p oA:A• - 7 ,*,fl w/rcri 1 _r •• 1 ■ NOTES GENERAL CONTRACTOR TO PROVIIM* A. INSTAtMTNNI OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATE CONTROUEn. PI0INIPM mw HOOK -UP 11110 MOUNTED CONT11OtER. INNEATIONCONTRACTOR WM MOUNT CONTROLLER PER DEE10N, AND COORDINATE WIN GENERAL CONTRACTOR. I. INSTALLATION OF RNIOATIONNERVICE METER AND IRS TO IRRIGATION POSIT TM CONNECTION. FROVIM STANDARD THEEADID /TIM OUT WITH TIMEAOED CAPON DISCNAnoi RSN WAITER. STINK /UT TOM INSTALLIDAPPROXMATR E 10 INCNgutiow FINISHED OMM. C. VINFICATION 0► STATIC WATER MER {W AT POINT/ CONMECTION 1RO.0 1 CONTMCTOII INMLNDGFY OWNER ANDMARMMUSN CONW/R Q MMNIUM INC.. 0P ANT VARIATION* STATIC MESWM OVER / PM GREATER/USE THAN MNON PRESSURE. O. INRAUATNRI OF SUMP. S. SYSTEM 1141 SERA OESGNEDPon _OPMAT_PS. STATIC PRESSURE M WATER DIPARTMINT TEETRALCIAATION PM. S. ALL S PM LOCAL COOT. MSTAUAin. SIR MANUPACTUIUMS SPtCINCATIONt 4. ALL VALVUTOAFMC EDM•GIUOWOMMUVELSOMSVATH SOLT4OCEU0S10n PAPMMIIO� AMMO OU . IlT IOa$ 1 0101 MOWN /IAN FM11N GRADE FLUSH WON S. MA$a011 FITS TO M SUMO L INDIES, LATERALS 12 INDIES IELOM FINISH GRADE. 140 ROCK ON OMNI TO N MOWLtiO OWE PPS. F HEAD AND Lad FoM1101NR7 11 OIAOMMMATIC ON PLAN. ADJUST IN ntto Al NEti U AY POI AONOUATU COVIMOE. VALVESEN/EL M POSMO(EDADJACEM TO CURES, N MMUS MCA MEM POEIRE. POVOID NEhwRN?WOUIMTI•Aa4ar ORATAMMANDORRAtOrSMANUAL UPON COMILSTION. INSTRUCT 04110141 to Mona VANTERIuATIG11 OF MAKMTION SYSTEM WOW DUD. I. FAMILIARIZE FAcWY OPERATOR WITH IRRIGATION SYSTEM FUNCTION. CONTROLLER MOORAMIINO, SYSTEM °EEMTION AND MAWTERAICI REQUIREMENTS. I. NO SMUNICLERS ON MEERS SHALL M INITAUZD NUR TO YWOII;. STRUT. AND/OR PAVEMENT. IMSRLENIIN HAZANOOU$tOCATIDNEEMLL N HEW MOUNTED, HIGH POP MOOELI OILY. IRRIGATION HEADS OP/RISERS *MLLES NOTED ON THE MANS. 10. IMNKLLR SPACING SHALL NOT EXCEED So% OF TNE OIAMETEN OF THE mow. 11. ALL CONTROL WINE IFUCES IWLLL M MAW AT VALVE SORES WTN WATER TIGHT ELECTRICAL IPUCEt 3M. SCOTT'S LOOT UAL TACK 517671.01 faun. 12. IAN VALVE SOX TO CONTAIN A ANNUM Of Od (11 VINE ORANGE CONTROL WPR FOR JACKETED WEE. ROUTE ONE RAM WOE FROM THE COMMIT/ EN TO THE LAST VALVE Of EACH MAIME, IRA11CH. COMMON WEE WALL M WMTE. MEW STRAND WINE SHALL M A MNNEUM OF 1. GAVE WITH VINE van TO Si MEOW. 13. ALL ELtCINCAL EOT PMENT SHALL N UA. TESTED AND APPROVED. AND WALL MM THE UL. LAIEL 14. MOVIOE MAMML WUIG1/ VALVE TOMES ENTEMG RIGHTEPWAY. SET VALVE A MINIMUM Of 24 N01ES WOW MOMRTY ESd 0100104 OMMETNI VALVE pOX. TFXFLOWOIMOSI M. M TESTED UPON THE 0RM01ALN$TAUATION. THE TESTING WALL M PERFORMEDIY APEIIAtNNOTAI GAOAMEMpRDL CATIOMCOMIUEMXASAIA OI$t CROSS-CONNECTION IPTCWMT. THE TEST REPORT WALL N SUBMITTED TO THE LOCAL WATER IMTIECT. WITH COPY TO IAMENAU101 CONSULTING ENGINEERS. INC. CONTRACTOR WALL MOEN N IRIS SCOPE W WON THE TESTING. 10. CONTRACTOR MERLE MOVIDE SYSTEM WWTURDATIONANIMO SERVICE WINK INSTALLATION EMS MEN COMPUTED MINN M DAYS Of NoVWMR1 FON MIINTEMtATIGN. OR MAY 11 FOINNGUNVICE. Sawa TOSE PDIFOMIEDAINEM M PRACTICAL TO THE MOVE DATES. OR M nitud P1IEoPTAt101 OONODION2 OEfl Sa SERVICE NEED. 17. SET IMIGATIGNCONTROLLESFOI IROTEETET.WATa$p1ESULL. WSWONPUtNHE0 LOCAL EVAPOTIYWNSATION DATA. SYSTEM HAS SWF DESIGNED FOR b TO b POONt DEMON PRECPRATRO/ N EMUS 2052 AND It PERO ? W TIFF ZONES. TIFF ZONES WOULD M SCHEDULED FON 100 PE em REPLACEMENT FACTOR. ALL EXCESS WOWING MELD MCMMOV, WALL M COMPLETED OWING tHE COMTMICROMPLMM YAMS THECONTRACTOR a IELEILEEE01. OVER WATTAGE Of TANDEMS DUE To COMMIE' SOIEDULIG WALL M 0100101 FOR 111E CONTRACTOR TO REPAIR ANY MIlATANT DAMAGES AT HIS OWN EOSINS. 11. CHECK VALVE ASSEMBLY 1* •1 -0A 22 IKETEAT1C*1A W 1.4&PM ?p 21/1 Li111 -- -4 N �Ek P N_ •I 4 1 cur frin --South-116th-Street _ -- Oa eemyt•Rr 1141.9l4-p.SSitzaiminct pt-+.1Crs2 -. edeezealiner$ _IM4n)i•IN6 •6411NiN$ VAtvte- •f+teT Koala GDI *Rct4rad r444fr1 ir.4 yawn MA$,). 4,J gt a iet 14* Olairere w '' t..+TEC s s 60i •O1•4e.nLC.TIGM. FS.I...+vdLa.• i,verwei a1t*AISSE worn Iia*i* s. t eeolte►.L 14 seat R .IR�.a. iekt r GUTS [7-1 I /l if LI/ 11/ LftiI EX 1E • iLSO pi-rE= PLAly IRRIGATION PLAN OM • 1CI4i, afD _ aN�ttarr WPM, • s• AMITE *MX - - - - -- - Y = !:•f' •II'41, ^tee.. NT/IA, Sivas EX. IS• 10 13•164-4- pee; iregre-S I fi 4,i 1,41014 &ran gretrri wli' ,I,S = A Drive In Door • Dock High Door LEGEND /SCHEDULE e fee L• teals iLI ION 4 e. •. •c.4, NKL e; IQ.'J %4441 *TWOflinIS I 9151 R%CIMS) _I Cie it (2•aJO- L.A. ■ 1.5 RC^-ot t r Ii • °.14Fr - 1.5 1 tary2o Z. / yenta frA w • 50.1.+„ t.o £OIVL R - Wirt .0 Torn ( 64,144 C•il IOov -6,14-1 s RJf'$Srr 16420 -tires- 5464 901.0 IQJKI* • S %4 -10K44 1t»1C - ssahM• 167314 104 • '4,M- IS -VAN VAS 37 lAb 35 ne, 80 40 •o bA 2L' 1.9 fell 1.7 s1, 215 34' ^1.S 416, AAU10 411 641 0' 1.51 1.61 10' .9' .4 1 15' 1•SS .qo Iv 1,0 reajtesto aurae ILe-OUp $•460 VA 4b 6/ IL .( rlelwn�IRO ce:• pee •e, wrote- cowreot.vsuS c1,I' "API") (•4a6*�2 . 15v -MO) v 11 -ICIf a °M[D -xL I f4,," oweaL.5 O$CC. . VA' 'e E itt..1N5 e=50 .y'' f106 VA1 G fzs'N.ir'R ESP -(O •YCbRID eohtri2oLl.f1:(e. &Pk(1N0 1. CRY 0V■cd -uo C iktre tat- Molhtp rp-La z$. iet CONNEGT) memo .,_or OLA41r9 i.e eve. MANN - - Gl.ef�Ft� Y 14' & O./EN1 ute , sips • Yift „.•00 ?Aft a cy "T$5,11/40. NINA A$NMLY 410/ MOP(1 MitaR woo ( *DMZ -zmm eve, - t4''GAIBic 4T v1PNlcle G - 1/61,1/g IJ t JAJJt 6„,9,4 6„,9,4 UMer _vtu.ve. te MII.LI•ou$. II Rau tOWWOR KI/ manual.-dross - L411 -e 1 V • al-Pea . b,-e Q..• RtY. c- PILL o1.1 com.o4C.ttt�P1.� ACCTia - lovA.a/E -• -=Ma Mac.. AI VII Lx+( Lynn. -w. (Cita, To PIT) 7- FGI-101F- cs.LTtaa- JAWS To spy(WKLe" sec. EO4 as r-Iol B 4 PC 1441.9 AoerTER. 1 or Tb' fega..a. snip MAW LJLJE PH-TWIG I-tWN SUEF•LT L.11JB - Twc.Ate Enna cam C LIST a- aaca wine IN .awe e1(. - 'WP@ wage T11AlGL[+, TooerwnP EG•MPT 7o FEET. - HIES N UEATT•. Ve ..L- ca Gat/BL. Llten. SecA1 .ta.Nr. - ca-Ril[.T SO L- eatIND .MUJC eat • REMOTE CONTROL VALVE cluck COU'LNO VALVE remmlataim tiamitim M»ra�. isr soma Mae trinersemtribandih MMM 1d A zat dtlo will Vold Iha SETH 1NIIMd a nwMnNlal M dtltwMlM Mf M/MpM g//rouM. PION maw Nig SINNO111.181. or enia• odedir RECEIVED NULL - 9 1994 TUKWILA PU©LIG WORKS 6 Q .4•; 1. ;.? i!•: .a �• 7., l'• 3; 7:143 44 •T 6 1 Z resi C I IF a 1'dM i ut 3 s Of In `g £V3= SHEET JUN 071 2 ,2 are 5013 i .IN/ 1 —.RD ■ INED Al CONSTRUCTION UC1' OF EASE. CONSTRUCTION PHASE. .• GRADING, DRAINAGE & UTILITY PLAN PORTION OF NW 1/4 OF SECTION 10, TWP. 23 N., RGE. 4 KING COUNTY, WASHINGTON - Duwa V.st.tlan 1.(M and (Tukwila Property Lin. 110 YR. FL000 EL.•tQS 11-let it. :, • « la awe ale 15 LEI 12' R NEW STAIR LANDING (MATCH ELEV. OF EXIST. SWALEI I,S FILTER FENCE 1 NEW OUTLET DURING CONSTRUCTION PHASE. City of TukWila (EXISTING) 11 S FIELD E IFY S THAT E.B. BRA EXAC Fl e 701S \ 2' SD 1 4.5% S' CU:: _. -- - — NOTE' CONTRACTOR SM EXISTING GRADE AT SAWC NE. SAWCUT LINE MAY NEED TO BE ADJUSTED IN FIELD TO MAINTAIN POSITIVE FLOW I l% MIN.) TO EXISTING CATCH BASIN. ENT SITE - BUILDING. ION TO BE 1 APPROVED ARTMENT. ERIFIa• LANNING • - - IN CB II TYPE R -48' Wr .-thy SEPARATOR 14.7 Warehouse Existing Building 1 J /B eo Future Development S t,, ✓G.. Is 6: J 01..aiS,f1\ RI/ r%% 8 • • 12• SD 0 0.5% "d i ee TYPE I O/Ho. I\T . I F CA 'ELO� r rl- CTE_ EXIST.- 8' O.1 8• Q VrG TEE — ,.._WATEq e• ' Passe C SS MOP') 1• 8' G.V. IFL•MJi I- 8' CAP JLF 8• D.I. EXTENSION 1• FIRE HYDRANT ASSEMBLY PER CITY OF TUKWILA STD. CONC. BLOCXING X. ce TYPE —■ 1l_ rk frosekt es es %ws- Du lex —� Irk —. -� - ••ocq treat -. ADJ. RM TO s7I - 20 -1,____ EXISTING 2' IRRIGATION SERVICE 'UNE-EXTENDS TO EXISTING 2' EXEMPT METER BOX ALONG EAST MARGINAL WAY. (SEE ATTACHED DETAIL(. r .......7104.23 r s- 1�_ J — -- Y4-__(/ IItx.0 it It • J IN er R2f4DP TER RPOY EXICS71AT DRIVEWAY ENTRANCE. CONSTRUCT NEW DRIVEWAY ENTRANCE AS SHOWN. fxese have been reviewed by the PubUe waAls*An *nerd for c tformana with current rds rhoesphutoe Is subject to Iron .minion.mwi de not eulhorlse misdate of elsndwdaw/rdNtenc/s Tilt responsibility M agy el IM design nests totally with Me Maws, hi eti ir vo s t s 1Mee �I after t date or revisions void this movl /INRNt and Mir tNeinnt suapproval. e 1 of Pinar aceeplanto MINS 0111101111.11s Ilia Mkt Works MNING lataddlar. OIN:mat Rpodearge TOTAL IMPERIOUS AREA = 46,700! S.F. DATUM : N.G.V.D. BM - URS 392 -6-11, ELEV. = 11.58' LEGAL DESCRIPTION: LOT 2, PARCEL B OF GATEWAY NORTH SHORT PLAT. DRAWING INDEX: SHEET 9 — GRADING, DRAINAGE AND UTILITY PLAIt SHEET 2 — DETAILS 'AND CONSTRUCTION NOTES LEGEND: PROPOSED ASPHALT PAVING PROPOSED CONCRETE WALK PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE UNE PROPOSED WATER LINE EXISTING WATER LINE PROPOSED SAN. SEWER LINE EXISTING SAN. SEWER LIVE ESTIMATED EARTHWORK QUANTITIES: EXCAVATION • 0 CRLLT • SACKFILL w•I!N!•eY smacastr nor) • 3,2002 CY( e &AS." ECEIVo all: „9 �1tPMlf/I IICEIN lIELIL INOHK; d 1 N N • JJ t 'Y hrl • yf�.,yf.,. SHEEP �1 �a Jwt 2 Nw 5013 A11.,1. STOHH DHAINM•t Butt'. ALL CONSTHUCIION SIMLL NE IN At 1.O11DANCI. V1111 'STAJIDARD 51'11 11 11 Al 111W. lit MUNICIPAL PUfl1.1C Wolin CONSTsucTION- PHLPAHLD BY VASIIINtrioN !;IM* (1tAI'Tl.it AMERICAN PUOLIC VORES ASSOCIATION, 1901 UIITION (ANA) ANN CITY OF 114:VHIA STANDARDS AND SPECIFICATIONS 3. THE CONTRACTOR IS SOLELY RESPONSIRtt FOR THE HEARS, NITHODS NIP SEQUENCES OF CoNSTRUCiION AND FOR THE SAFETY OF WEEPS AND OTHERS ON 1HE SITE 1. IT SHAI.1. SE THE CONTRACTOR'S BEirowslSLIIY TO PROTECT IN•PMCE ALI. UTILITIES AND /qt ETSUCTi'REE, WHETHER SHOWN OR NOT SHOWN ON THiS PLAN. DAnat P111 TO CONTRACTOR'S OPERATIONS SHALL 11 REPAIRED AT THE CONTRACTOR• S EXPENSE. 4. PROMS AND MAINTAIN TENPOMRY FILTER FA2$tC SILT FENCE TO INSURE SEDINVIT' ADUI VACS D021 NOT LEAVE TEE Moira SITE. THE FACILITIES MUST SI 111 OPERATION PRIOR TO CLEARING ON OMER CONSTRUCTION AND RE MAINTAINED 1MTIL CONSTRUCTION ANDIANDSCAfINO ARE COMPUTED NM ItOTDITIAL FOR ON•SITE EROSION HAS PASSED. As CONSTRUCTION PEOCRE6IU AND UPECTED ($M$ONAL) oONDITEONS DICTATE, at SILTATION CONTROL r *01uTIES NAY AE REQUIRED TO INSURE COMM SILTATION CONTROL ON THE n010 80 fROJECT. THmpo&E, DURING THE COURSE Of CONSTRUCTION, IT SHALL AE THE O$LIOATIO1 AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT NAY RE CREATED SY NIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OWE AND MOVE MINUS REQUIRERERTS, AS MAY RE NEEDED TO PROTECT ADJACENT PIMMUES. S. ALL DTI CATCH SAS)NS. SHALL SR PER ANA STANDARD PLAN 110. 52 VITN ANA TYPE 6OA OUTLET OAP Mb ANA STANDARD PINT N0. 4/ rust MD GRATE. 6. ALL REQUIRED STOIIIWATu RETORIOI/DETEHTiOI FACILITIES MUST SE CONSTRUCTED AIM IN OPERATION Pi101 TO PAVIEG AMO SUIID1110 CONSTRUCTION UIILLSS OTNOUVISE APPROVED sY THE DEPARTMENT OF PUBLIC VOUS. 7. THE I MU&'NAU. AL flAGED EQUAtiY a s07 sou Or THAI Pus 1N cams. sus A LOOSE AVERAGE DEPTH OF SIX INCHES (6 -), MARINIM DEPTH EIGHT INCITES (S'), THOROUGHLY TAMPING EACH SAYS. THESE COMPACTED (AYES MUST EXTEND FOR all nn DUNSim ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MTERIAU TO =PUTTS THE FILL OVER nn SHAD. AE THE SANE AS EXCAVATED' FROM THE TRENCH, McU T THAT ORGANIC MTUTAL. nortw'WnPS, OR ROCK OR PAVEMENT CHUNKS MGRS LEAN SSE INCHES (6') 111 NARiNOM DIMENSIONS, 01 OTHER UNSU)TAALE NATURALS SHALL NOT As USED. S. ALL STON DRAIN PIPE SHALL As CONCRETE RUBBER (OUSTED *STN C -14.2 OR AST. c.7641 OR 16 GA. GALVANISED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PPE. STEEL OR ALUMINUM nn SHIMS AVE WATERTIGHT CONNECTING MIWS CONFORMING TO nu REQUIREMENTS OP APWA SPECIPICATlO1S SECTION 60.30202. STEEL PIPE DOLL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE. OR BETTER. 9. IEDDING FOR RIGID FIFE (CONCRETE OR IRON) SHALL SE CLASS -I- PER APWA STANDARD PLAN N0. 62 (PM GRAVEL ROM FOUR INCHES (4 -) BEiOV PIPE TO SPRINOLINE). SODIUM FOR PIJ31Itt PIPE (CDERUCATED METAL OR PLASTIC) MALL AE CLASS -r pa ANA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR iMMOES (40) SUM PIPE TO SUU INCHES (6•) ASOVE PIPE). TRENCH WIDTH SHALL SE 40 INCHES MAXIMUM OR 1 1/2 TINES PIPE DImiTEH DVS IS INCHES, WHICHEVER IS GREATER. MOX►ILL SHALL SE PLACED IN SIX INCH (6 -) LAYERS COMPACTED TO 9S1 NAXINUM DEIS1fl. 10. EXTRUDED CURS SHALL BE SONDE/ TO THE ASPHALT SURFACE WITH AS EPDXY BONDED AGENT SUITABLE FOE THAT PURPOSE. PLACE Ill INQI, p4 REAR AT S••0. O.C. 11. IN ALL ARW, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OT SOD, ETC., THOSE AREAS SHALL SE HYDRO-SEEDED WITH RYE GRASS FOR THE PREVENTION Op ON-SITE EROSION. 12. ALL PIPE SHALL BE LAID ON A FROPEXLY PREPARED FOUNDATION ACCORD111: TO WASHINGTON STATE SPEC. 7.02.3(1). THIS SNAIL INCWDE NECISEARY LEVELING or THE TRINQI Eon* a Tits Tor or THE FOUNDATION MATERIAL, Al VEIL AS PLACtRM AND COMPACTION Or REQUIRED SWUNG MTERIAL TO UNIFORM NUDE SO THAT NNE EImNE MOTH 0? THE PIPE WILL BS SUPPORTED ON A UMIPORIN.Y man UNYIELDING SASE. IF THE NATIVE MATERIAL iN 1St 31ThM OF ITOE TRENCH NEStM THE NIQO)RLWTS POE • GRAVEL war= FOB 1111 nn SEDUM' THE MUM un Or PIT SUDDMMG NAY 1E OMITTED PROVIDED MO NATIEIAL IN THE SODOM GP TEE TRENCH 13 twOfnID, IMAM NID COMPACTED TO ION A DENSE UNvEtD100 ERIE. 13. STRUCTURES SHALL P07 BE PERMITTED VITHIN 10.00 Plat Or THE SPRING UNE Of ANY S2as MA10Acs Pin(s), cm 15.00 P11T IORON TNS Top opus CANNEL SANS. 14. flit' stNN DRAINAGE SYSTEM SILL SE CONSTRUCTED ACCORDING TO THE APPAOVWD tan mat Alt on nut is DM ouan EIt Or Mia VOW. an DEVIATION nom nit Arnow) ADAM WILL REQUIRE Stiln APPROVAL PEON THE HODS AGENCY, CURRORI.T 211E CITT OF 1TNelIU1 DEPARTED', Or PUBLIC MSS. 13. A COPY O THESE AP /NOTED DART MUST 31 ON mi JOB Sin WttVS CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES 007 ON MUM RiCN71•011-WAY 1MI1. NAVE ROUND, SOLiD• MING LIDS, UNLESS OTMCVIS: APPROVED ET THE DUsirnit T 0? PUDIC an. • 17. ALL Mr DNAL15' .SSD Amine DRAINS SNAiL SB' TE6Tr12.N1ED to THE am MUMS SUM.• 1S. ALL SPOT ELEVATIONS SHOW ON PLAN ARE TO 10? Of SAVED!, INMns 01II 1Is NOTED. 19. Tilt MW or CV AND FILL SIAM EMIL SE DINA= AND NUNnnno To wMn0L AGAINST EROSION. TITS CO01110L MT CONSIST Or 6PYECTIVS rlA0f1SO. tide TAO7.C1LON FOR That SLOPES SHALL 111 LMTASUD As SOON AS PRACTICABLE AND Tito 70 CALLNIO FOR FIOAL AnfOPAL. MOTE CUT SUMS ARE RIOT SWIM TO ERASES DDS TO THE DIOSIOND'S :STAN T C ARALTER Or THE NATERIAiI, SUCH PROTECTION NAT at OI1TT1D. 20. S11 ARCHITECTURAL 1171 FLAN FM DETAILED IIIDSNAT1ON AND DIMENSIONS REtATLDD 10 ORS REIDRIIS, PUNTER DtsENSnows, swam. roma EDGE SOCATICNS, 21. ALL DtITUa UTILITIES SWIM ON nisi PLUM NW OBTAINED ROM A MEW SURVQ AND FROM AVAiIAWLE PUBLIC RECORDS. LO ItRACWt BAIL B1 usromSISLI 10* LDCATENO ALL UTILITIES WHICH MY CONn.IC? VITN CDNSIRUCTIOI, MONO STOW ON THESE PLANS a NOT. EtaINEa DOSS NOT VARIANT THAT ALL UUU21p AVE BEM somas. 22. IT SHALL RE THE CONTRACTOR'S RESPONSIBILITY TO 0o7IPY THE TELEPHONE COWAN, THE CAS COMPANY. THE KAM COIWAN/. NO THE CABLE TV COMPANY PRIOR TO cONSTRUCT1ON SO TAT TL=S= 07Hm UTILITIES CAS PREPARE THE NECESSARY PLANS IOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. 1? SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23. 1.115 CONSTRUCTION SET OP DRAWINGS FOR THIS PROTECT INCLUDE A TOTAL or 3 SHEETS GENERAL NOTES AND DETAILS PROVIDED TnoUcaOUF THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPLICABLE. SPECIfCATLONS OR DETAINS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. 11 2..• SAN. SEWER NOTES: ir 0,:t1 4th el Via IN b TI srool16(yO(i�R6N1 o O�i e � tiof atr of p•a- .7 ig.s of Di PVC 7 1111,11 t Kuhns .tIonbls 611110106 N Isrl. lls Oall Rol a 0.41110 Nam ussovbcwtsts rtaesMcndw pnRWNM d4NUa1L 4. Sops bl sae sons OMN M 2%. 3. pAI _ **ia ti a $ M SM Ib e iawi aps . VM as 4ue NRi o M u RM W Iw low wT $ b W t 1M 1 olaay$Wn W . 4 Nk. 6 Kw ae*Labf M 1-INHM Nell W Ma 01 MMN onto aMtrvala r Eska* tales, atm. Si sad Ralpls . All tssuuaJR OM IS as SRS. M awl pia to 01SIMw4 7. BpeWq fat a PVC snorplps NNLls t1M11, Wib Oa of V cow top of al 6• velar t All umbel AO M sompl7M past a Mrlag won NAN W WON= R Nis as NO M NMI. IN soaps= O M Os uas its Is aalo a Is Sled. la New c aMabM a WNW NISIa a sit NINI.IRN N SW 6/ THIN gnaw aMt_R_d_bYNRAeN *el�MSisstayst M__ntR awl westamM 11. a .vs eYl`9RIIbl�s -1MNSM W limMrM of m INININ OWN al Ws pis to oalMnnIa WINS Oa a Yea pYet of n Ms dee M bower • orIlanM -. _seN SMtamahaTas►«M+%.. .Skroisoaides nW botkM ono M _eats a t_ Iij -te IoM Alm a SONS sere WiR clew N NO M Os -.I.-.(I . ,-_ s a salt' Os "papa 011E• Ia1MS plot a man ol11rEISa IL Can aetot NON sem a =OS taw a IMi NOW IblOol Err -1 pis 13. MESSY eel loos** M SW awn Was as a WOW IM claw. M tooltol that lea nlsuw .u.n f aoa c sal met sip s MSu stn taSe an Smerm It Lb*trauor LMN shots s mlala M of 10 ba sepses** balm..* a ass aM avast Iles. My conflicts ma M espered a VAL SUB Mot dints of Ns esiMe petit a It 11 absll M IM costumes tespoosibffity to two 00 RD conks aka kola Malusy Ina Hsa an respond or abtlag MOIR Noes Mot to wssnnla It The demean to be (mulled as show on each Ma mei N the bending cenectlot 17 N shall be the aentMetoel rapomIMlry to amity IM seleporm canpaq, lM ps company, ite poeer company. end the able t.v. company plot to mattustma so Gal Oise min viNilks an prepare Hie necessary plans Noe the extension at thek feminism utilities. It OMll be the eanuactur•s taponslblliy to aordlute Mae aetMlW during completion. Hi. AN naMloNn to lase mlMnwm of : feel of rlebMa and 6• al pee yang under IM oats. 19. AN mein lines to have o minimum 01 2 lard of loundatkn rubble and 6• • ul olw osaP.l under all lines. end to nave q1 Mequon A equal tompoclion 01 ell sides WATER NOTES: 1 Cormaciot stall verily all anUng uldtba In the (Hid. 2 Contractor shall notify engineer a minimum of 48 bouts in Wang of all requests fat staking, testing or inspection. 3. Coelrattm is tapomaba for control 'nutted at Om Oma of M$1113 4 Contractor shall Nnbb shop drawings for app on'stiete required by the dean kpedlbtfons and rot wrianoe host IM eighteen design. 3. Contracts ibll WW1 eegqaallee tt le medics with .auAateren recommendations and Water DONN /is apedlatloM. 6. Contraelot to Nraish ell motet b. 7. 6•, r. w std or duals Its pipe din 3t t Mueln pa vats Ind nos hydrants. 9. aids mad tM up to M rude by coatraaO. Water Mules .W superintendent and engines mat be RodOed a hour in ad.anoe. 10. Can ion meeSwiml John San taaplap request. 11. MeeIIU N413 upping sleeve with nap outlet and Munn H-667 tapping vaMe wllh meWal01 goat oink. required for IM ups. Any empties mat be approved by Water Dntrkt II ape later dent 12. COetnctot r rbpoesiba for verifying SSI acting pipe type and slam tar coupling, connection. cut.na, and IIe ups 13 7.IR tom minimum cover. 14. Destroyer to pay for slate, day and county laapnan fees 13. Coordinate meter location with Water DknIn 1123 sulaleteedal 16 Fire Mitten and mains to be operational prior to cOmmancemcai of maims-Son. 17. No change are to be make yahoos values approval by the Water Muria SUS supeslntendeni or engines. IS. Refer to conditions and standards to aid remaWq eons and details 19. AD Toler Tim Construction shag be Completed N Accedence with Wolar Dlslrkl 0125 and IM Cily of Tukwila Pubic Works Wolin Construcllen t Devatopmsnl standards Mechem is more Slragenl. bq IMP N age TO el RAINnO MITI no COATS OP 1eIVITCI&U'II 11111 MIAMI st1M /. MINIM TO M MUM W14011 011 MUM A•411, ON UILM I *WM TO WNW TO Afital.A. I11N. 111/ i$*OMT10 NO MALL 1•011101 1.011101 ., 1111 N •/1NM SIM SIM1 MI NA AT TM GAM LINT OP - IIVOINITS MILL WIPOM TO CITY MOIIWU 1110. PUSS 1O PACE STAIR ON Al OLN/C1s0 ST MS 4MAIi DO. NYWAIT NMLL Mt A 1sLF0114i OAT SOME! w 1MOIORT iItOO Ns-.WO 5C1at1O ANNOR, HP • Of OIL. o1L Nam 1lW,L SW NOT ins no IV son «*2. 111 WM STUN INNi WA, A SI sliN. NCO A• GUAV OR • 'NORM'S OLAU. Ss PONT TEETH oats iio w w..I.T. noel PONS ONO at M*OWNMUY1L S A ONO M. L001 O CCNIR~OI NO W Oilesurr NU YAALMnOpp(111elt41 WALL M ON*e PON A 4!P KM NO EARLS NAYS sr AEON WOE ISM To RN. ►CAN DISOWN! /af. . To sit U•L. 00I10410 NO NMI A In WSW. NUT'. • 3,. TOP QOM WT '11011 WALK OOS MIT. SLIM txi011lai (RIOT WNW. . t - CAST iCI Ia • N.J. M N.J. M P.L. . 2 -) /Vr COt1W sTRL SICKLE RDN. . li CY - tl3111 CORC. Nix KM IN mac* TO SUM MURRAIN Wan FOR sous. • Oa INSTALLATION TO SS POI INN UNRMp PUN NO 11ONINUO(IE OP NNW RSSRCIPAL CORD 1444 NO CITY ONDIIWRCS 1/11. FIRE HYDRANT DETAIL 1 FL TEE epTl(A6 41tIctil6 No 11 00•1 i flier SINDI PIN 11111 mane • s si (1*rnesin MU II TN u i)MTJVSmI ■P MU lai al.a 11•1131P A U 61 las Ia s I IM PL U II TLLeaitl KUtTfl t I RIf 1aa.}al Mu Sr ae: ■LIWUS'n2I HY S 11t/11Ea1 a lF u aIB 11• ;IICL '!RN lair ■LT.ulai Y alums' AI wtl ILIifLMO. NINLI lIn IW1.1 f!M/1Vm 111 l nlr(rt .4 Ru a•mNl,Lat T.UtwiLA Iialtni Ial!Wt7LUSm/t.+iRY 1.111 / Wm t• tit TLt saft.JL7( L um'ar I.t MI it. 11 Ile 'rJL71LI �iIMUL1111. PL R Lissy, ,1m116m• ■tnusr',dtnu maw' IIRUIa•I AIRY femorAL sleti i e Na sr e1MM t9 -NOW ® to Ns nu a7 111161 ►Ll M 13i a)f Rf IUTIAT 'YtfiL NUJ W71 ■►I. MINN /ILEA wra a "1N gU111Ma II LIM R I : I L ?L1L I. r4 yl to t4 SORES 5. ow MOWS MID O( !1s Wt PNIf111t NO INN P11 =OMs • 1. )/V. 1 INSRAit INN A00S 1EQUSNSO TO OM IS OMR fns IMIUMINMIS CONCRETE NAMING ITAP e'ASOLAROERI MAINS. WAN VALOR NLEY SLII OUT . ON EOUAL. Ike SLEEVE DM II • W • all OE ROYAL FOR M NOEL WU•la 11-e19 POE AC. NOTE. MALL stUMM*0 Pile' OOA�Tt11R MARRt. �1EITM 000TAIL NILS Oil a HMO. wawa IUD 070*1 at MVO 1/ OIL iADI Atlp11OM ' penis MvsMa$T 1 ear --.• %laws trait= s ways T Too Tot ..Cute 111(11.4 .MO* Ix6M/Altb ataystr tiCrr 1 h. 10 i0 IT. 110 cal 61e1111♦R /f Ia1rAra -N O 11 ATIOM TO M'RSNT (, TWO OITION W SS. 411U4U* 1T MOO San�11.O,1: Mro oms,Ft•t111R10MAsa ma, .101W (MCIPANCIU. ot0INT I - -ti- p i ralr. �IO�%t4 1 -4 Vem s T • FIRE HYDRANT BETTING DETAIL STD. DETAIL No. 3 - CUT INTO EXIST. MAIN OALTANi1W. NflRCW MOOS ARID P1/1 VE(ITICM. SLOCU M NCR SIBS•, Wt. 45 NO W MMOS CONCRETE_BLOCKINO DETAIL MTRUDED CONCREJE'CURB DETAIL. Sae COI.OfITN (tAON t' ANIMA MC PAVEIC( rNas, a r.serm.• eta 11 .lio ROCK �E man IT SOIL NIMef111 OLN/ONO TYPICAL PAVING SECTION HEAVY DUTY TRUCK SECTION NTS rn MTN M MAO :11 d�L CURB BREAK DET$IL N.T.$. SECTION X -X FRENCH DRAIN DETAIL 0 ACCESS ROAD N.T.S. write g. -f-koramirim lrzs• LOCKING CLIANOUT Dn *n 140' MAR COM PAD V • 480 eEw AnTAU. 'ATa1TNMT PLUG al " massed by ihe O e s pcu"D sublet* Mlr.o s ash. a ailhoiz.vtWa» e�wd n teethe Mequon et thear t tM. go eN e a Mil b these d/.wln i after this dots will void EMS e require neu ) I � r � a MSS /rMee kM� M nyw1 fm WINO