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Permit B95-0213 - JAS FORWARDING - SHELL
, . • • - . City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Svuthcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0213 Type: B-BUILD Category: NCOM Address: 11521 EAST MARGINAL WY S Location: Parcel #: 102304-9076 Zoning: Type Const: III-N Gas/Elec: Wetlands: Water: SEATTLE Contractor License No.: SGACO**084BS TENANT OWNER CONTRACTOR CONTACT Status: ISSUED Issued: 08/10/1995 Expires: 02/06/1996 Suite: Type of Occupancy: WAREHOUSE Slopes: Sewer: VAL VUE JAS FORWARDING 11521 EAST MARGINAL WY S, TUKWILA, WA 98188 KEMPER REAL ESTATE MANAGEMENT 12720 GATEWAY DR, SUITE 107, TUKWILA, WA 98168 SGA.CORPORATION Phone: 6414 204TH.STREET S.W. #200, LYNNWOOD, WA 98036 DAVID KEHLE Phone: 12878 INTERURBAN AV, SEATTLE WA 98168 206 778-2191 (206) 433-8997 *************************************************************************** Permit Description: CONSTRUCTION OF NEW TILT UP CONCRETE SHELL FOR WAREHOUSE AND FUTURE OFFICE. Units:, 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 `Front: Left: SETBACKS. Back: Right: Valuation: 578,.934.37 Total Permit Fee: 3,760.73 *************.*********************************************************** Permi Center Authorized Signature Date. I hereby certify that I have read and examined this permit and know the same to be true and .correct.' A.11 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. Si nature: ` ha.l� Date: O ' /U' q.- g I ,, !� Print Name: C i i h! Kh l'( f Title: �2r -L__ ' 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. .r. city of Tukwila DEVELO PER T IQJECT WARRANTY • • . , REQUEST FORM �'� lit. . de .�t�a`:•'r:f�� �r e�l:� . .iir� `sii� : . Y ............................. NAME OF DEVELOPMENT: - 144 iffiL 6- is ' -- ;! k44.42 , . , 6,--/ DATE: / " - 9 6 DEVELOPMENT ADDRESS: / 5' 0 2 I u / 1 ^:.; ' I 1 0 , PERMIT NO.: g 75 - ®p'"t L J � ;. CASH ASSIGNMENT NAME: 77 ,,ve(tA...5 r15 ; TEL. NO. 2y3- 7 %1I • SHALL BE REFUNDED BY MAILING TO: ADDRESS: //S 2) /`c4's' ,,j ;1, ( 4-/ Sco 2t /ao :: • (please print) CITY /STATE/ZIP 7 , ' (N '4_ 7 63(6 g ' i, DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS'DOQUMENTS WH E ITE ARE DESCFJIBED): fi, CGr ( i6 -(DL oil :CC-&(,0(.1 II/ 4Il 4k C-1 ... 5 - Lti 1/ 1 -t Aroi/i ( re- /0 cet 4 a it at L i (-6,1k. -1--,,,e.a.5 , .( y. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ a ) 4 /5 - ($150% of value to complete work described above) and attach supporting r. documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( / / 3U / 76 ), 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 i . completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: � � � � - i TITLE: I A Uw >a- w......oy.�µayc ......... .... Y4.. .. ..... ... ..... .. . .. . ........ . ..... .. ..... ��,H<a:r<:xr<.5�!!<.,,.te� ... ; '::: SC77 ,� U (tA a CtiR?:l ; C l .. 0tai0 ;` .:` > >: THIS FUND IS Al9`"HORI D TO BE ACCEPTED. C f SIGNED: ��/ ' � DEPARTMENT HEAD: �! AMOUNT: ,2. i CASH 0 CASH EQUIVALENT DEPOSITED IS la' 1 • I �, ( CiTY RECEIPT NO. R 4 16L$2 A RECEIVED B ': ��, rAirit l i ih y. ' t w , • 'NGWriAl'WNX.VikS.Xiitw]v:.KGA\ r.;�.: • v • ... ' vw:a.' • ,x,;, .•on•N , .•'cN. . x.xa. •c....", o. .�.x - '..v.o. vo. ..•••...•.^.,.. . • ,,,,,e.�,>„ . : EC TION 3 jto co m plet e d 3�/ . w � ,iopor) Ail work idot,tifi ©>~i �y Section 1 of this form has now been completed f: 72 HOUR NOTIFICATION FOUR � and returned to depadment which authorized warranty. I hereby INSPECTION AND RELEASE OF FLCHK1.1 request inspection and release rtf my cash/cash equivalent. DEVELOPERS REPRESENTATIVE: DAM:: ,. r ' >' ':; >; : »::;:� , .: I have revile the above t .,�� it sa arid therefore :: >:: >:f'�4: da ;core : :retell: >µ > �.. :m zl�sGir : >:::;: >< <:::<:::> e good t a S �'o o work and fou , t a cr f;tQtblo a Id the a ore authorize the release oV the above cash assignment. CHECKED BY: AUTO ;Oi'liZ.E D LW: DEfARYMENT: x. --- -,' • •-t -- .. ... •c" ,.:; i ore .wa.w:st ' - • .,'43IA'�' .�i = •" = .,ti =.w'.:t t'$'.w'tik'." r s: • n • = ==?Ern . ;o4 x <. m • .anov s ,: : . : •,...vk 1' S A ... � (f Rre tt9 1! � 1, ,,,, ? 4"lb +' ; t ` f' ) : '; MOUNT: Ot.jiy"l': a • CASH EQUIVALENT - • LETTER AUTI-10RIZ.ING RELEASE RELEASED " - • • --ei ,• CASH CITY CHECK NO, fr RELEASE " / , FINANCE DEPT. d ie s " ..... ''v». .,.w:. .,:.aa' ,igr" .. ••• ,[v.«e:«Mdt'sustarrr�s1:..... .a'• �'N�° ""acv ,.T��ac«.•. . • � • • Upon completion through Section 2, Finance personnel shall Upon completion of en ire form, Finance personnel shall send copies to: .. • - Developer send copies to: - Developer ' ' -; Financo Department - Finance Department - Permit Coordinator, DCD - Permit Coordinator, OCD 1 tj.$1111&:; MO' . 0' r t +14 'ti - .1. '1.4 NA, • ci • , . • GENERA 2145.00 TOTAL 2145.00 c*-4**44..*4****** tr.k*** *A-14*A ?lei Itic..14ti,******,kA it k*h*.t.r111.4"4:**4.ck-A : GHECK CITY OF TUKWILA, WA "7 0 a TRANSMIT * * * * 41/4 * .4 4r * k ■ t k 1ZBA •le * 71 ir• a: A it* 4.** 45 4);Iti.ft CHANGE 2145.00 • °*°° /lbt9.6 ,123 - 1648A000. 1.6:10 "(RANSMIT Number: 96003482 'Amourtt: 2.145.00 01/1.1 .6 lest1,1 Payment Method: CHECK i'lota:tiont qi;s Ft/1214ARDING Init: KJP • ...• 01 ■•• ta• a.* •■•• sm. en N. •■ •■••■ .01/ b• ••• • .1 II. •••■ ,R; •■•■ Ob.., •• Permit No: 095-0213 Type: 13.-BUII.1) BUILDING PERMIT 'Parcel No 1,02304-9076 •• Site Address: 1.1521 EAST MAROTNAL NY S Total :Fees: 5, " This Payment: 2,145.0(> Total ALI. Pmt' ;5.905.73 11a1 ance: .1 4 A * it it it * it Or * * it it it * 4. * it * Ii 4. 4. is *,‘ it xit it it it lv 4. * 'I 4. -A * * *It * Iv .1! 4. 4 Cade Description . Amount' (>00/336.908 " CULP DEPOSITS 2.145.00 • • .; , , •,,, . , , ; , ! •, 1 " f , _ • • r. ,r ... „ ...,..r �,, .. i,', i".. tY' K,,, 3t{ ,...m.,,......,...,MCw.a,w».._. _...,._. ...... .. ...._...............,_.. ..._.,........,...,... ...,:..... ...._....oewma.nfrxA5:6'd:.': <<:. 01/1.1/96 jzw 13:17 FAX 2067782198 ~ � ~ SGA CORPORATION 1]]001./001 SrGA CORPORATION GENERAL1 CONTRACTORS January 11, 1996 • CONSTRUCTION AND Vernon Umetsu, Planner PROJECT City of Tukwila A61 (NI 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Vernon: Per our conversation attached is a Developer's Project Warranty form and a check in the amount of $2,145.00, which represents 150% of the work as described below: 8' x 20' screen wall - $ 720.00 Footing 260.00 q� (3 each) Jaquernonti Birch - 450.00 °`- Subtotal - $1,430.00 x 1.5 — $2.145.00 1 This check and warranty form is submitted should there be any concern with the sitework changes as submitted to John Jimmerson last August. The changes are in our opinion, a definite improvement over the original plan. Sincerely, SGA Corporation Bob Hart Project Manager BH :clp 6414 204th ST S.W., SUITE #200 LYNNWOOD,WASHINGTON 98036 206 718 2191 FAX 206 778 2196 # SGACO *h084BS .c° ��y4s'., CITY OF TUKW." '' . y 4, ,, 1 , .4 Department of GL....� i;unity Development — Permit Center . . 0, ; i; ,.z • 0 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 , (206) 431 -3670 • Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER U F ),c* J, t3C7 SITE ADDRESS S SUITE NO. INSTRUCTIONS TO STAFF ' O 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. DEPARTMENT DATE> Q QV D::..:.:...:. REQUIRl MENTS / COMME.NTS • BUILDING - 6 CONSULTANT: Date Sent - Gate Approved - initial review �- ' ^�� JROUTE 9 tJ'- 1 _ � 1�t. F IRE J/0#. " /o FIRE PROTECTION: S rinklers Detectors N/A A � 1 #4 FIRE DEPT. LETTER DATE : - S ^SS` INSPECTOR : k, S"' /D r�‘)--5''` 5_3— INIT / I REFER : BAR/LAND USE CONDITIONS? )Yes No (- PLANNING 8 f ZONING: FILE NOS.: I ( (, 1 -� INIT: • MINIMUM SETBACKS: N. E- W- . 0 PUBLIC UTILITY PERMITS REQUIRED? (f Yes ( ) No WORKS PUBLIC 'OAKS LETTER DATED: _ I ' _ _ INIT: t l t� ►n) " `� t 44 0 OTHER INIT: i BUILDING - 4r' ' s 99 TYPE OF CONSTRUCTION: CET.OFOCCUP NCY? UBCEDITION(year review INIT: ,; [ + s No 99 Eb 0 BUILDING 7 0 1 `' li OFFICIAL . INI : ' � ' . F„ REVIE CQMPLETED k IGIOUNT \ CONTACTED k C, WIN � ,. o f �� `' DATE NOTIFIED BY: J \ 4 (init.) ' 2nd NOTIFICATION BY: (init.) 3 M. RD NOTIFICATION BY: a . D(d Unit.) kl �► (1 owe ; :. BU!LDII3 PERMIT ...." APPLICATION CITY OF TUKWILA re' Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT. RCPT DATE (206) 431 -3670 5 BUILDING PERMIT FEE : " ' j PLAN CHECK `� 11 PLAN CHECK FEE : :14-1 '' __Tr 6, c -` NUMBER (. 0 �` t BUILDING SURCHARGE a, , APPUCATlON ) I14UST BE f > , f �, W 'l'" GolVI P�: E T>="L Y /]'�f r� /� , - R TOTAL . - � SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ I ISA I r1is)- rn(t.,r0L Plul 0 S-0 . PROJECT NAME/TENANT . ASSESSOR ACCOUNT # .111, Fv r t1) af r d c.- 9 1 O, 3 o 4- g 07 b- o TYPE OF MY New Building Li Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: Li Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: 7ill- up ( im c&i ie , t i. /1 tEr Mu i./1-7 (17. ( 40_ All d fru. lith e llb - b I (L t i (Le A. SO a17 ILfe 7:1 . AO YT f ) . BUILDING USE (office, warehouse, etc.) o Ff ) (2 an d GU MI il MA S-ti NATURE OF BUSINESS: j i t � � (ll j p 0 --. WILL THERE BE A CHANGE IN US =[? p No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: a• , 402 Tenant Space: Area of Construction: d T1 40 A. S WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers CI Automatic Fire Alarm S stem PROPERTY OWNER /- ph 4 PHONE 7 - /6�, j q / (erg ADDRESS//3/ Ea,.s+ {'Y) coj LaJ W a I.�i Ulf( r2 .i rrt% a_ � ZIP qg I (erg CONTRACTOR \SY;1 /. C oY p(rr6c-I"i b-N, PHONE 77 g_ 1 q I ADDRESS b4/4 A0/1- 7 'l .S-1". S. RI. A cr /� CI ZIP q „0340 NSE WA. ST. CONTRACTOR'S LICE # �(� ,4 ( D a*( b g 4 g S EXP. DATE j . 07 .C4 ARCHITECT b c L , • 1 J (ht/-c PHONE '1_,:73 ” go q 7 ADDRESS /).1(?, - g 1 III ti•ti b pL- . .w L{ lh a _i. ZIP 61, HEREBY CERTIF:Y:;:THAT: I .HAVE.READAND EXAMINED THIS AND:ICNOW THE SAME TO BE TRUE AND. CORRECT, AND ` ' T ORIZED TO: APPLY<:FOR ;THIS';PERMIT: SIGNATUR DATE I r BUILDING OWNER 10 . (1 J OR AUTHORIZED PRINT NAME b • (kV I a kJ h I PHONE `/ f 3.; " A q q 7 AGENT ADDRESS B-18 T - I -er ' j) a.) > . So , CITY/ZIP S, Q -lf q 11 CONTACT PERSON b r_v i-d j, h PHONE . 4_2 ) 3 _ 0 , 14 - 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. III 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. I/ you have any qug ebout our process or plan submittal requirements, please contact the DeRatfill§fn-rakRktvmunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED aU N 2 6 1995 DATE APPLICATION EXPIRES (p-c.9(0- r3 �f C ' ftMfT CENTEM _._ 02-LO — 1 2 • • byte/ FILE_ LANDSCAPE IRRIGATION t Permit No: FW95 -0241 Issued: 08/10/1995 Status: ISSUED Approval Letter: 08/08/1995 P'ro iec:t : JAS FORWARDING Expires: 02/06/1996 Site Address: 11521 EAST MARGINAL WY Location: 11521 EAST MARGINAL WY S Parcel #: 1112304 -91176 Watercourse: ' Wetlands: Slopes: Sewer : VAL VUE Water: SEATTLE Contractor License No TENANT JAS FORWARDINii Phone: (2116) 778 -2191 OWNER ALPHA 4 ,, . ; " `h ;.: : ;,:y "W- 1. . .e; .:7 Phone: (206)778-2191 11521 EAST MAR I�INAIIi W,`I ::; ' sE TIL'E; "W h: 2 CONSULTANT BRUMBAUGH& A.') /L"AMC►SI::PP •r,,,ARr_H74; -- ' , 4' ;Ph'in;e. (206)822-5895 335 PARK PL ' 11'? S k LANL'► WA w ► U :� ` ;1,, ARCHITECT DAVID I • "•.EHt f A; • RI: H1TECT v t 5 ` 4 i , ' t + # ' �n ' ,, RUC' 4•''' 9 ' 7 !17 .n✓ �1 k l F 43�:rc u : S ' F h r le� :, r'a .�.% -li CONTRACTOR 'SGA COP s1RATlilf't Y /0 ART H '` ' #; :< : 2 0 8 778- 1')1 CONTACT BOB Ij, / : 5GA i:ORFORA'TI!1N �• '� P1 r , e" 1 (21:16. 778 - 21 91 •k k k k k '4 •k ••4 •k k •k k k k :l•l ^ • l v A• A t t Y P ( . k ' k A � l � `� ,, l A :4 * •k N • s ' t { � A 9 g ' jk f •k k •A •k •k •k •k k . i l A k p k k k k . 4 , , .4 A .M b � ° A •k A •k * k k •k A k •k l R j V bbb fi r .� Additional Pe n,it CIe_,c.r ption: r r�, y •'9 � ��, ,, 1 t ti , ` T { GONSTRUCfi " fi:4i::APE .I:f2RIi��cT,\I,11(Vt 'l�i7R NE4f�°BLIILL7IN ,:a � H \1` \ Existing 'S� aie Feet: �' i;�'� y >� Add Itiona1 SOarje re New S 0 it r•e ; :Fei =.''i• . ''•? �• ' �� .. ti� "' ,�+ 11 ,; ., :;, �. �d Fr ,z i4 s p fir i }r Fe. !.. 1 • ' !`� .r • .. .... , .i 3 , I r, a �. r.' 1; ��:� '�, � Acct �- t �'N �� : - 4 Ct 1. _, ���� 400 Plan t 1'6'c k: Fee . .:' -1.11 ` G ll ! . = ~ , ; ;, A c, c, t sl r: Cl ll' "l1�"S �,rr� L ?'S Ij • TO FEES: :t, '25.40'., ;: ,: s r 5 1 . King County:'' a lllia;t i on .. ' i ' ,1 , : i 1 �, „ �. . - ;� �, y''��• ;,, `s, V.. � •.lkke 91;" Con:,tr•uc %t: %io►•� a' 1, QO k •k•k•kkk Ak.A..k•k•k4 4) k•kk 4%,..•k i, k , , k'4 k k,;" k k.A �i k A• k • „ „�, k'' �• F k .... 4 k k k k k k 'k 'A' k 'k 6' k k`'M.'k k 'd 'k A k k k A h' 1t° I hereby accept this 'permit and agree to abi�.de a'i...1-- -ao.,licab.le °sec:,( { ic:n o the . Ala Mu•nic.ipa1 Code. We a • I: , rt' ). �, �•r•l�et'fi City of Tuf ca i� of "Tuf�wi 1 3411 to held whi�1i I avG i apse'd cp„iea`tion. d`'t.e iha I l� r l e . u�:i,.r i la;je��;C. • 1 : irou h , t'i e ity at art , re- applicat•iti•';�an r•ei_�.il of the L,e•Y1rit��,�t� '� t �.',�j 7 I. ��ilditiclnal fee. ,:`r ` t ti i; . t ”` „ �1., �t.w �,.>, a s .; Y , t p THE APPLICANT MOST NO THE ' CITY INSPECTOR 1 C E NT AN JN OF WORK:. AT LEAST .24. HOUR'Fk IN AC ►VANr E. :TO' 'SCHEDULE AN ,SIN SPECTI.ON CALL 433-0179. .� `i ,., •,-,,, -*, 'S.1!�natllr'e: 4 �_ ' f; ,` „.'i I'I,Cat �J ;� l y d: .;:. G JJ A. .k •h •k •k k •k •k k •k k •k •k •k • •k k k k •k k k •k •4 V:4 'k•�k'ak'k;:k.A�'k 4 A k "k •A 'k•k' A *A.,.*.* •Ar : k :N •.k k •k .k, fir 'ka k,k'lk •k •k •A• •k k k •k k k •k •k •k •4 k k •A• k k •4 •k •A APPROVED FOR ,r • ,, t4ig *, ... ... .ad,',Z us ; ' ...- ,. Issued fly: pate. a (E))16161 . Autl or i zed Permit ' • rater• Signature k 4 k A•k•k•k•kk•kkk•k•k•A•A•k•4 4k•k ;4k•k k•k•kk *•k•k•k *k'kk•kk k 4•k•4•k•4•4* 4 kk k•kk kk•A•k:4* 4k•k kk kkk•k•k•k k kkk•kkkkk I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date ...,.......,,...•.•.. ...............,..:.. .. ,..... „.,.,., s.><. ...w,_u ".. ..................... W........_.»...... �...,...w.w+•..•w.e•+rxan••'arx s:+ E.; nrn,e+ �cna.,..... w.,.««..:,..,..«.,,,....,•.,...... w, m�..,... w.. r.......... ..«....... +,w.,.:,..�. . �.N f ' , cm OF TUKWILA Address: 11521 EAST MARG3INAL WY S Permit No: PW95 -0241 Suite: Tenant: JAS FORWARDING Status,: ISSUED kf Type: PW -L I Applied: 08/08/1995 1. Parcel #: 102304 -9076 Issued: 03/10/1.995 * '4 * k k 'M '4 * 'k * •k * •k * * k •M •k 'k '4 k A k •4 'k M k .4, 4 'k 'k 'k •4 'A• •4 'k 'k 'k '4 k k k 'M 'M k k ;4 '4 4 •k 'k '4 4 •4 k '4 k •M M •k k 'k k ,4 'k •k k •4 •4 '4 M '4 4 •k 'M Permit Conditions: - ' 1. I t h a l l be v i f ... f n +.,ew,,., .- A , w - •.,...^ , y1 Inspector p e c t o e e r i e d i n... an i ;t'�1'ri,,� i t tl'� "t 1 - ,k " a U t::J 1, t i es r• ^ ,i .�%i`al ! ..r.l 1'n system ._ ?i .,,.;�,`' that the landscape " aM is C!'tY�15 " +;nL {; 4 I t tii t e Department ' ""lip � ' p... � of Me �l;,.., r o , t c NI 1, , check a <l''r T s, This+ =,hal I be �diri' "�`pr•io Irtc!% rh 1=it Insp "� f ; . I, ` x.11 , � :wx , .n . '% r . 0 " c} t L. . e 4, ( "fit',,• c ∎4 :), ∎'? * < k, z e , '' .. //fft to fts F^ k3 i.1 yr .0 cs`v i�� t f . ` kpp e, +i� zV S � ' 4 ti ,. { .� �. i *S / 11171 Ck ,, .� 1 F r ti4 41V �,;4 U:iGRy „. 1 4h -..„„,...= " .5.. .lf ,�f� A 0 du x a• ' 4)' i s I '�{ ' y9 •r . ” 4 '). /S p4h Qsil fb , ' S5 .' ; + 1 S � r 10 DD "� . �" 4 Yw:a z , e ' ;r c,,y�� t tt,„„ i S rµms,...., --~' B , 44 04 �y ,,.� , ., \ 1 ......,,,,-- i tr 4 lz---7 / / , . \ umwm0 • \ c l i t O $41- 0 X 5'''_>4:1;1L 77-21%1 i 41, \ t�',.. ,..a..... , 1, tat i � A ' ` . r li ft - \ — —,,,,,, 6 Z. . , , I 41\ ),. A (I) tl ' 0 . , ,, \ \ q X ,\\ • '4 41 0 0 0 y` o il) 4 +I i t, /40 v .* `•,�'i. s"' / `+., o ' p a: ,tY ,'4,,, I'`t.`ti9 ,' .44u ,'t 'd'. . . i . . . , , ::: . . ' : , . : ' . ' • : ,I • • • • - .. . rr1�-:rt DRAINAGE --bet PiLe. Perm t Nt : PW95 -024 l � - "Issued: 08/ 10/1995 1 t1t Status: ISSUED Approval 'Le ?tter : 08/08/1995 P1'oiect: JAS/GATEWAY N #10 • Expires: 02/06/1996 Site Address: 11521 EAST MARGINAL WY S Location: 11521 EAST MARrGINAL WY Parcel #. 1112304 -9076 Watercourse: Wetlands.: Slopes: Sewer: V/ L VUE Water : SEATTLE • Contractor License No.: ENANT JA's, FORWARDING k ik-k „ _ . w.�.,__ . WNER ALPHA 4 °; • - .; ” , t.. 4,.!g., _ , ..� „,. P 1n r e . 206) 778 -x21 1 11 521 EA'r,T MARr3IPJ �L • ..'••':r:""'.", E ' a : 9;1.7x ' ,, , NGI BAR+3HALISEN r_ON,Stl J Ir4% Er�f3LNEER'S, ,,- ` " � 1i��a 206 • 251 -G222 182'15 72 '% l; :.E P 4T, WA i �j 13 ' 0' 2 AVE ~° , 4 OUTRAr_'r17 • ;EGA �:nRr+Ati� : ' +:►r4 r '' . r _� l .a R a . If ittone:: � ,�; b 77_, -21 u1 6 414 2 O 4 11?'S T 4E1 W `r� 't.;�Y _ . (+7 D. W A 9 L' 0 3 6 ,t ,> ONTACT ':,GA C.( )R A'” Thy: P NIP:e. ):i HART ti ft t rt e : 7l;, -21 :! • le AA.AAkAAA'kAAkAA•�{••k k•k'A,,4 “k,A•A411:**.4'jkykkk t 4 VI * A'••44 A ;4k•k;k.4 •k :+ 4• 1 7 1 :14 *A k ��kAAkAAA*k. 1 A 'A Additional F't� /ti G i �i i ti f � ' '' r , r_+:rrt'�,TRUCT DP/ INiGE ::,Y �T.t =OR JAg' BUILDING `� 0 , ' , • E ist.ing u F 4 J " "Additional &ula��r ►_. ens y �., New 1 r ` F t : ,,.• /......../ t, 1rtc, pec,t can fee: +; ' -.""• . l'►D acAcct. Acct. a t� ' y-,. 4O�0 P l an C r ` ' '1't 001 N. ,i a te. Acct No :k. /3 4 030 , ,.,t. ••�� 1;, ,,,' ,./ '•..,` I . i' (, t ,` .,!; � / }' ( , f �,.,.! ,nom , E r n 4 y } , • r +J TA L FEEL' , `, • t ; �.j10 ', i , , :. f - ) '' �" , � ''7 V . '�•,i, �,11 1 , r ' fi f . t , /t . T. `` y q 1 1 `, I 3 1'. 1 h , 0L +n t G 1 til "1 o rt �' ''• ' .r• •/ '` t • f . vt /4 ` n of C 'a1' .∎ € ( ,,, 00 1 r_ 7 i...• t kY '1 u � �i f s �: � n : t r a 4, tt�i + ■ n • :�,:.: -r , � � � �� ll k •k A 'k 'k •A A 'A . A .. k At'ltr •k 'A :'k 'A A k •A •k •A ✓ . ic ;k k''k k:.I�• • ki l l , . 4� . k . A F, , k; k ' . k .A k • . A'`4,'k.:k 'k A . A' , 1 1 i 1 'k A k 'A k A 'k A A •Aedk . A' A 'A . k k 'k 'k .A( 'f ' b' .k 'k A 'k 'k A :4 •A I hereby ac,.,:lt tlii`,1 s, �1.7er•mi ° t,' -r,�i 0,; aha,.t'ie;,,1''1- .,a.po 1 i cab:I;e 'S` i on;;:,) the 1 v t City of Tuk'w•i1a• . MuMic:'ipaI Cede. We afar' "e`ez t the -C.ity ut aTu 1,�w.tI V11 be held h a r' I» 1 `. f 01 1 ''�.l r' arty c 1 a i m , a r' i ::t i'tt q` }"a: ,• .a _ r t s u.), jt of ,i,`t h i'.-$ r e t . Permit: whil;,h {' e beyond the e:. :p' it a;t-1' n3 d \ aa te .11a•I V'equMi're A'a 1 r•e - applic a t4i�n\ a nd r�'e - : :'uan c.e of the per`lili t 7 :,,,, , vi , o .,‘,, L 4, t4 4, h ,,,:.,, b .„ 1 , :e c, CiteA' 3't'a.�art�� t '. > �, 1 -.•. tit, - • 1 1 it fee. 4'.•v a \t, :.1 / ( THE PPPLI+::ANT ' L(t�T NO,T- THE„ CITY INSPECTOR. OF CQMMEI'JCEM NT ApD;Xrr1MFLETION�• O +' LEAS T24 .2 'f I N • t;v ; N C . T+3 `I E C L L•' L .• `.t, , F WCht:. AT LEA:d.`T � 4 H l;ta • h•_ � .E .l,t r 1 AN IJ!( iC,n a ttlr' e: ( � . L � ••• ' ' ;- • , , , • 4c ,1' p ('� t :j IP ,- V///yy ;, 't _ . Si V la is �Iy�' A •4• •A 'k •k 'k •k A 'A 'A 'A •k •k k it 47 k •k •A' A 'k ;'A A' A;A' A 4 V A 'k A A A 'k, 'k k,; M �t �'k '.4 ' • k' ` A k •k •A 'k + A AIvk.'k Iv A k•'A 'k 'A •k •k •A •k 'A 'k •A k A •A 'A •M 'k A 'A 'k A APPROVED FOR ?I ,:,UPNCY .. Is :ued i 4 . : .;;.: -. u ri.ed Permit Center Signature '4 •4 •k 'k •A 'k 'A k 'A A A k A• •A •A A 'k 'k •4 '4 •A 'A• •A A •A A •A •A 'A 'k •A 'k 4 A 'A 'k A :4 A 'k A k 'k '4 'A 'k :4 •A'A •A . k A •k :4 'k 'A 'k 'k •A •A 'k 'A k •k ,4 k •A A •k A 'k A •A :A •k 'A •4 A I hereby certify that the permit holder whose name and address appears, on this record has satisfactorily met the standards and conditions, for the project approved herein. Final Inspection Approved: Inspector ':,ignatur•e Date • • • i . CITY OF TUI WILA Address: 11521 EAST MARGINAL W1' S Permit No: PW95 -0242 Suite: Tenant: JAS FORWARDING Status: ISSUED Type: PW -'SD Applied: ied: OS/O8/1995 Parcel #: 102304 -9076 Issued: 08/10/1995 *41 '4 •k k 'k '4 •k 'k 4 'k 'A' 'k '4.91• 'k 41 '4 •k 'k 'A• 4 ;k 'k 'k :A' 'k k 'k :4 k 44 •k 4 4 'k •k 'k k '4 'k 'k k '4 'k k '4 '4 ,4 •4 'k '4 k 'k •4 'k 'k '4 •k '4 4 'k 'A 'k 'k 'k 'k 'k '.4 k k 'k k A Permit Condition.: • 1 . Tempe rar ■. Bros ion con tr,o i . %a.s,i(n µ.'sl 'd 1 1b,0. ..., i mL 1 e in e n ted gas tine t i •• r•_ ,t or of r h,Uitra „e' "t�� e i t • ., e�r�nt ati �n off - site or' into exiF.4'110.- 'stor'nI !i rainaage& facii t`fi ''. ", , ', `. y ,,,. f •: r, $��ti S 4: 4, tai yk ?�NrS.:t7, 2# y , ~ "q,m -7 ,,. il • 1 `. {i'} r` . yi `'� L � {; 's, ` ` �'"� '., �l� � _ sa y ' ), , i i , ' �+.1 , '' 1. 14 `J: i, ,. rrF i* - . r + t '' 4 41, CA +•`.;.. 5) \ A4, t . , rv� r Y \ F . 1 4 'r ' ur p ' °" ` •'.1' � l r ” V.., f r,. " 'i ' { . Y.',_ ,{Y + Y, a. .ti;. f„. .fix "/ •_ 4 4,7 A F { , + S rt i ' I j .; . ta u, ,r. /' `'r.t n � ? , 4••St' F I , ,' �, , . , , ' , t 0 , .j 7 Xj. 1 .4' 4 Ask...„ ,,,t.. a p:. ,. ..v , \ V • ; t t ,, ,� tt I i r / � 4 t ' , / — r ' " ..j 0, u:xtaar�a� r • V '''‘ IA (b 1:\i/1_ .t ��— c \ .,} ,..,.., * \I. r ‘. ..' , "4..1, It et ,•.;.. .::;\ - ---- c,.. :i - :„..„.1 it 0 4,4 . '‘,4\:-` . .,., - -.... 4 a '. °, j, 1 t'r �� ' `' it s v y . ,+, .if to y 1 4.% 4r li:14' il, Y5 y 4';��`�tie :4 ,1 J • r^ OJT ' ''. ti' i" ,,, tr y. • f:k4i,4 �,, L��. b . t , ' r r t - - : .,, M .• ... + "*,..,:"4 a,2f `l;b, , ✓ ..,, . .✓ it, • • • }. _p w q6_—_0/ - J w' . wq'' City of 2 uk wila : [ : uon . - o • ti • Central Permit System - Engineering Division . ; .�'� % 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433-017 790 : _- UTILITY PERMIT APPLICATION pwRsa .'`: #` }`gen Site Address: 1 c P-/ • , • (,.4 ' ' t It1 < - c ' - - : , §,: $ ; ;A,,c•.c$<,< ;:m,,: ;,4 • N . Name of Project: • - 74.5, 3 4( !d - . ue .il�m�� :..Property Owner: ;4 ( _ . • Phone No.: 776.-../ Street Address: ' . . City /State/Zip: - • • • Engineer: ' ..13.c1.> ti ( 5 ► c s Phone No.: g '57 ��� ' ' Street Address: • - // • • . . • .. City / State/Zip: • • . • • Contractor: • • • s6-4- � 42& . ' . Phone No.:' :774,g.'7-?%/9/ Street Address: 6; (t 4 — f) St. s; City / State/Zip: � , i ,r, .f.s4 -- 4 King Cty Assessor Acct #: • ' Contractor's•License #: • • • • • Exp. •Date: '� `.. ':< :: D Sewer Main Extension ❑Private ❑ Pubi >�PE�RMIT�S< " "<`;< ❑ Channelization /Striping /Signing RE:Q.UESTED I ❑ Curb Cut/Access /Sidewalk JE Storm Drainage ''' `'`''''''`'' ❑ •Fire Loop /Hydr. (main to vault) — No.: Sizes: ' 0 Street Use • Ol.�� , D Flood Zone Control . • . El WatorMain Extensbn ❑Private El Pub P GV q 6' ❑ Flauling • • • • • • • : • ' . • • , D Water Meter/ Exempt: — No.: Sizes:.__ _ 9%19s- p - , Land Altering • . 3 cubic yards riz .LOAD .' ` . : . Deduct' ❑ ; Water Only EL, . .• • • . . , Landscape Irrigation 0. Water Meter / Permanent — No.: Sizes` f't oCi ..:oa4 • . Moving an Oversized Load: : .. . . . . • ...:, . p Water Meter /.Temporary :No.: _ Sizes: — : i�. 3s - 0,242: • Est. start/endtimes: r . Estimate quantity; • �}� gJs( te: Schedule: ' uU . • ❑ • Sanitary Side Sewer — No.: .• '0 Other: ` . . •, • •• , • . • • f W ATER 1 'M ETER > ? Na - • • • • 'Phone' ' DEf?OS•T4 gil �• ' •.;_ •= RE F.. .•U ND /BILLING> Street Address: • • • .... City / State/Zip: • - • . • Al'O L •Y::- Name: Phone No. • • • _.. >BfLLiN.GS <7.M«<: is Street Address: ' City / State/Zip: - . ❑ Water ' ❑ Sewer • . ❑ Metro ' .0 Standby , .- .- DESCRIP QFlip,R0JECTf« ❑ Single- Family Residential — . • ❑ Multiple - Family Dwelling ❑ Hotel • ❑ Duplex ❑ Apartments: ❑ Other: ,: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums . • . CommerciaVlndustrial ❑ Office • ❑ Warehouse •• ❑ Church . ❑ School/College /University ❑ Retail ❑ Manufacturing ❑ Hospital ' ❑ Other: (] New Building ❑ Remodel/ Square footage of original buildin s M.IS�CELL'AN q g building pace: ?I NFO R M'AT,. IOtJ ?< Square Addition •, : Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 1;; HERE ?THAT 1:HA.VE READ, TH/ AND.:KNOW THE.•SAME TO >BE TRUE AND„ CORRE Applicant /Authorized 1?�`l� 43 4/� Contact Person / Agent Signature: /` �•6� ,_(print name): b �r'�` Print Name: 4-- U.dr t-- Address: G '('( ? ) % 5 - Q I. C%, . • • Date: Phone' • . �,•`/ bte.,,,.�oa • hone :7' 1 $ a� • Date Application Accepted: • . Date Application Expires: • . • neroo , . • • " . ......,....., —, .. • %II'. . fic ■ F!::v ihitio:f;ri i;, ,.: ' t ,," .7(irk-044:,,,., i irc, t 1 ,84 .' ,.t t v., gt,,41.4 ..;,0..; ,I.,.ii *.' , ,, ,,,,t.,,f 00 ;;;;tvti "s7: It4 , .4 ii. t ' 1 ‘Aci 4,71.7 ; .:4- I: ir.:',W. vi ;17- ., ;., . . - .., ,;■:-. . V.. ' .. . • ,. '' 0 ' C.) • . . • , . . • - , . , . . . • , ',/ . . . . . . • . . . . . . • 1 • . . . . . . , . ********4*************4**, •* It A** r Iry I ic k*******A*A**A****** it.** GENERA 29.68.70 i I . arimstin , GENERA • 4.50 • PITY OF TUKWILA, WA ....• i GENERA 10.00 : ***.*******4*************Ale• .******* A** ***4' • .:. , GENERA .15.00 ..-, TRONSM3:T• Nctmber: 94002727 Amount: 2.273.20 •08/1()/95 16:50 GENERA . 10;00.. • Pavment \Method: CHECI(. Notation: DAVID ItEHLE Init: SMC • GENERA ' , ' .15.00 . . . • , , TOTAL 2323.20, • Permit V.15-021 'fype: 13--BUILI) BUILDING l'ERMIT CHECit. - 232:3.20,• . • Parr:el No: .1023(>4-9076 • CHANGE' . . 0.00 Site Addre 11.521 •EAST MARGINt4L NY S .. Total Fees.:' - ';'37A000 15:56 • 3Q.Eift1 5 93 This Payment 2.273.20 Total ALL' Pmts: ' - 3.760.73 ... . . .-' • ' . Balance: .00 *A*A***A**Ak***A*A*A***************k*****4c*********4.*.k*A********'.: Account Code Description ' ' Amount, 000/322.100 . BUILDING - NONRES 2.26'6.70 000/386.904 STATE BUILDING SURCHARGE ' • . 4.50. , ., . '.- ... • •I: . - . • . .-.. . - . , . . . . . . • ' • . . . . . . • . . . . . , , _ . . ,. • . . . . . ,, . ' . ... . ' ', • . ,. . , . . _ . • . . . . _ . . . . , ,, .: -, • , . - . . . , . , . . . . . . . . _ . . . . ., . . • . ,,, . , . . . . . , . . .• . . . • • , . . . . . , . .. . .. . • ... ., -..i. '.....-', . ,-, ,,-...,..: :,,,. -'..,. , .: .. !, ..., ,-.'''.,',,,.....-.,,-, • '‘, -... /...:.,,,,•:.. , ,.... , ' ,-, .... ,- .... , :-..,;,,,r,. , .- , . - -,.....;.,; , .....'; - :-.. 1 -.:;'-':-.•-- , ,,'•-Y,, , , , ;.-...:!.. ',:,, ,.V:,.. Alk:4141,'. ';',..:',1 i..Q.„. e. oe, i..44,44. . : ,..i,„-cv.r...1,... . „, 4i,r,, -:>4.erri.,.,,Irk r,',"„f.,440 iiiAvA:;‘ i''''''.'Y'''I iv ( • • tt..,J, 0 3 7 , . . . . , . . . . , : .,..4 r • , . ..4k0-Alk • A 4 1”, t*A/c y.'.T OF TUKWILA. w 5 — 02-13 TRANSMIT , ...:* 4 ****AAh****A* . A . * 4 **A4*A 4 * . .*A**4*A***4.A4vA*Alt-AA*.k********A*4*.A*** . . :TRNSMIT-Number: 94002726 Amount: 25.00 08/10/95 16:40 '..(.j• ' Payment Method: CHECK • Notation: DAVID REHIE Init: MEV - .' • . / , f TermitNot VW95-0242 Type: PW -9D STORMDRAINBE Paryel Na: it- -9076 , • . Site Addrese: 11521 EAST MAREINAL WY S y. • Location: 11521 EAST MAROYNAL WY f . Total Fees: This Payment ' 25.00 Total ALL - Pmtut 25.00 ' •. : - _ Ralance: .00 . . . Account Code Description Amount ..,: • .... 000/345.8.H PLAN OMEN< - UTILITY . 10.00 41.2/342.400 INSP FEE - STORM DRAIN 15.00 • . . '.. . . •......•.... •• •................- •... .......•• ........-..... "..•.............................—... ••......... .... ••................................................ .....•-.....• .... , . , . .. . . . . . . • . . . . . . .. , . . • . . . . • . , , . . . . . . . . • , , „ .. .- . . • . . . ' . . . . . . . . ., .•. ,, . •. . ,. . , . . . . ... , . . . • • . • , „ , . , . :, . . ., . • - . _. . . .. , . . „ . ,•,, . _.,. , • .. „ . .. . . .„ . • ". • , .. , „ ,,, , .... .. ...... . , „ , . • . . ,. , .. . .. . . . • . .. .. " " „ . • • .•,.,, , . , :, . .., . . ,„.. .. .. . . .' . , . . 1,,, '',' ..:.: .',. ,. !,,, :,, ,, .. ; ', ',,,.; ;!,,.,";';',,•;; ,',,; ',. ;,. ,", ,; , - ,„ -, ,,,. : ','i.,..' ; • , :::,, ,'1 -, ', ;;,;" ';;!. ; . ';,:.. 2..,'..A.,:i, ' ''.4 -: : ' :'' ; ",;;;:: ,;.': i I ' .; :: 4,' V ;.: , ;,-, ',:,::..', .•;''.'- ; ',.:::','), '4;,k,':0 , "';'' , '''i - '1, rA;.' 'r1;' RA, C",‘If4;',;,':',1';,V.;61:eV,',;;A:vg,U44::::`,Iiii:;41.1 ak_ki$X4,1A,N(4, ,t•f-;.. . ,11.,.k.P . . ‘ „_,„ ..... .. '' ' ,,: 4 ,::” "..A . •'41' 0 ' " ' r , '' i 4 ' / 1 ' e ' j ;'. " ',' 7 4 .." •.. " ''' " a'.4 , , f;77 7 :`,-. • ! I, t . . . , a \....1 O .. . : . , • . , . . . , . . . • ' , . GENERA 1487.53 TOTAL 1487.53 CITY OF TUKWILA. WA . TRANSMI'r • CHECK 1497.53 ***,0****04 CHANGE 0.00 TRANSMIT Number. 94002518 Amount: 1 06/26/41;2`6&..45 . 3850A000 1647 • PaYme'nt Method : CHECK' Notation,: $GA CORPORATION Init; TAO .Permit No 895-0213 Type: 8-BUILD BUILDING PERMIT . . : Parcel Wor,162304 -9'076 ' ' , • ' . Site•Addrest: 3514 S 116 l'IT '. .. . • _ • Total reek 3.760.73 This Payment . 1.'487.53 .. Total :ALL Nuts: 1.487.53 . .. nalance: 2 , . • Code Deacription . Amount • . . • 000/3,45..830 : , PLAN CHECK ...- NONRES 1,487.5a . . ,• . • „. . . • „ . „ .. . . „ , . . • . , . . , . . . . • , . . . . ... . . . . • . , . . „ . . .. . , . . . . . . . • ... , . • • • ' . , . , . . „ . . •. . . . . . „ . . . . . „ . „ .•• . . „. , , . .. • , . . - . . „ . . . , :.. . , . . , . . . , • . . .„ .. ' .: 0 . , '' , . , : . , . 1 " ' !: .' ';':''...'' ' - '..' :'':.,:; .,:,',:::: ..:: ::,,.I ('.' '. •••.` i -;:,''' ' : :• :,L.'„,...,:i.,.,:‘,.A.J.....,,,,..1.,:,;.....,•::‘,.....„;„,:.,4;,..,i..,.'u..i.42.1.,,..,,,..,4.,::.K.,..,.ii;:.,!._;,:..;.....;,;;i',•,,,,..)...;:...4'...,i,,,':)..,..if.:..;,,qi..j.,..;,,,;4.:..,,,,;;;;,,,,,;..,,i.,,iii:A2,-,..,,,,,;,./.14,,i;,,,iiataiLL,11.114,y.',&,,,L.'„,1;....;4>iiki.4 (- .INSPECTION RECORD Retain a copy With permi DPI 3 . PERMTN0. / ' CITY OF TUKWILA BUILDING DIVISION h (� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 : • 6) 431 -3670 ; Project: A . Type otlnspect . : Inc-‘A Address'. 11 t` itW .011 (/ 1 e Called: Special instructions: Date Wanted: i f • _ i i a . ) Requester. r Pt ,one Na: /1 0 '-- M Approved per applicable cod :. ❑ Corrections requ r: • • or to approval. r COMMENTS , =' E:. I , Inspector Dale: ❑ X1.00 REINSPE • N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ra ta:. ltv�+ wsxakea,:r 4 ht►xe.:.�. r , J : - �:�.:_� -. .y .. i < 1 INSPECTION RECORD CI 87S Retain a copy with permit OZ( 3 • - -„ ` To. PERMIT NO. i ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •roje. : .1-M S Fc, g_c4.)A Iab,A( C ypeo ns. : . . n: PGhv Address: i / ( 6,, PlbeG, CA)Y Date Called: , /9 l 74.. Special Instructions: S Date Wanted: 1 4 0 9G am. p.m. Requester: -i 4 PhoneNo.: ? 2 2 2 c ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: lets C o K I/ to (( S r i) .SHieli c OF wcsr 14(S5In/G, AFRS lb akicy Resow ALC. A Zrrz,cAS_ DNr--?' , i) S taut S' 0K At 0/277( MUST Co i aapV7. (2bors 1rpo5 &) d 1 oR C M F' G'Aq t N bLb , :3) ltlo2Tf/ cc/teen( 0),4 u. 1 /aC P P.G/��i NT loiC C. 4: . B(RCKC re re rKsl71CC61 air 5 S I � n 4 Pit . - ) PFl7ro, e ' D d AKA e < n / G /11arn1 • IT rb gidwetc.r 6) STA /2 /-A /C ketb Fog. 1VE 57-Al25 - ro ?RA/C. Oatfnr 70 P -Oe<El v AP I5 2.—C rw - rues, OK T o Frnr C.. IF6 / bye- Pk 5 t,Jq- kkAntr y i . t S o K'0 . 13 I f P, 2 ercro , S Tr s (re Puf "e. ,` , C is - �7 . 0� fir, -- 1\ - A1g0 nspector: o Date: 73 0 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , . _, • a . _ _ , . . .... �t cN ��Ya � , .�.�� .. 'S��. %$ ' . � . sA .. ..:r. .. ..L;.. � . INSPECTION RECORD ° 1396 (.5 Retain a copy with permit • Z13 CITY OF TUKWILA BUILDING DIVISION 1. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 lila (206) 431 -3670 1 Di Al Type of Inspection: fikl.- CS 14 0-0 .' Addrrl6 Z 1 E.45. R i71 N/t'‘ �- Date Called: Special Instructions: ‘j 5 Date Wanted: - Co am. Requester: -3.- �A Phone No 7 t 1- O " (c+ El Approved per applicable codes. K. prior to approval. COMMENTS: ( ) 610.10 eLA G A e eittivPsL. tea' .. Iv: e; I In In tic, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r fb0 40 .: s � ! 4. Dale: 1' :+� ? ,,. .. _ _ .. .. - • ■ + • KA N. 4, MON. C•A/1.4.M.W • .„." • 0 , 0 • INSPECTION RECORD 1111 Retain a copy with permit I a. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 Project: --el, R o ns 0, rA (1:42 rinal Address: Date Called: lir Ina\ Sp , nstruct ons: Date Wanted: am. p.m. ( --1 I Requester: PWQb " Phone No.: Pf Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: nspector: • , . e: EOM $aw REINS • ECT1ON FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rwimmommimmimmiiiimmin w..«......+, u..«....:. iWi :.t«�rw+s�wnw,r.++KJM'•.••�'. •'/x �.� 'tJ4 . Y�+ t• ri. 1. �i. lJeiJS3�n' YtWY�.' �i.. wc�+ Jvue'. W..... u. f+. ti�+ iu. uw. r. vwn. n'. YUr. trP+ Y. t. :rJ12`*s•)Y�ii+s.auW.Oxwi.w. 0 INSPECTION RECORD ibct s Retain a copy with permit 0 u 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ri - , (206) 431 -3670 •roe «: 111211111111.111111111111 o ns• -* ,n. IW%t4G ress: 1 1 S,L( c" � 1 e in ed: Sp: •ri nstruct ons: Date anted: I t Ct f p.m. Requester: Phone No.: , Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: - ' , t 9 vn .u-tc ((L r t�G : .t ■ • tea: imiwi Air liar ■ c ; ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at +' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. =__._._.____ e: i .. . .. ..._._...... �__t'3'.. ._ . «.r:�..L ...�. ..�.... J.. L.�•.L:2 Y.�.... ..... i.� ....�.1. .C.. .... .....:..Y.�..�. mu:... _.... �.. t,.s1.. ....._. t .. _ _..___ _ . I ( - 0 INSPECTION RECORD Retain a copy with permit - --„ 1 ¶ II •'. • T VII. CITY OF TUKWILA BUILDING DIVISION k A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 "j11 sik (206) 431-3670 :Lail' .. • re ed % 1 3 - . YP3 0 ns • ; •• 7111 ca ( • G tilt ; • t tress:1 5a ( e ' W f yq r ' - 1 1110 :LI: Special Instructions: Date Wanted: / (/ ( q s....... a D-1 1/ I "' Requester i_e Ar6" ,-. ' [ . (Approved per applicable codes. 0 Corrections required prior to approval. ., . t COMMENTS: ' • i e ....,e - re - A-4.. cyo— S.-.6 r-r•••■3 ... , , . r - , ) ; k . , • . , 1 Inspector: .„,..a.......... ( --- j Date: . , 0 pace REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .: r i14° i .,,t, as. L,....,2,..., It, ,...i ....IA ,:,.‘,. A '4, Iv e ■ ,..3".. 0 INSPECTION RECORD C � Retain a copy with permit _ Datt . . PER ./ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ‘oro (206) 431 -3670 •r• : : ypeo .n: LJI Address: ` 1 Ro` Dade Called; `O ^ a C _ CO Special Instructions: - Date Wanted: r Irp loam. p.m. U,) Q d • . � j Q N.PA. Requester: (Y1 �i'Y� DCf phone N o.r C 4 3 -4 CS [Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . 'P, -C—A P1 ;( A (L iS 6 N cg-c • • c t f Inspector: ( t � Date: ❑ $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: „ 4 a..,..., ... ' ..r. L.wLwutH. .: ✓V».� -tL w.q .r ,.a�.uat.>twv.+v .. ✓.1 fi'+'� »..,,...iw .u...... � .�.. y .. »._ INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION % ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro : 3A t zwiN / rpe o ns.:. qr. �`OC) %... !t. ressi 152 -1 . GP st AAP‘I /t/::te 10_ 2.0 .; Special instructions: '( Date Wanted: 0 , 2 Requester: nA Phone No.: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: • • Inspector: late: O $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, L ieceil No,: [fade: a; r�:.'3'SS4: .. �.. _ _+.c;re..�`- ...._.a= .atii:,, . !�.k'l_,t�.., �,..:Y_aY, z` „.,. 3 ..,� .'2 - .�7�:_ .: ?�_;Yh v:4'!'di Tai %:'. #. r..:� i.s. ......u,,,.......... Z.. ,...i. t_....r.,.,: : :::?..7..:*. ...,,_ a..n2.4... a......=. 1,1,:: ...,,.1t....._..__ .. ,._.. ......a,.......r.:K.. : : : :.. w. . :`,....,. C 6 INSPECTION RECORD C- 5_ Retain a copy with permit O a 1 5 . • ` •. / PERMIT N0. CITY OF TUKWILA BUILDING DIVISION '` 4l 4 V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 — Project: otTn:o Q l ( ( 9isi Date Ca 1 e1 1n4j 5 Ia' IS '95 Special Instructions; Date Wanted: 10 _ ) q M cr a ail Requester. -'' U - f:' 011 ne No.; � ,.. 0,J "A Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: � - ...,,e-r.. � �G. ..- 0 , /. loS ( 6 /7 r . er i" ),.-/,r . ,i Inspector: / � Date; ❑ $30.00 REINSPECTION F : SQUIRED. Prior to reinspection, fee must be paid at' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: : ,- 4<:.e...,'.ir.t.44aa:3 ^..;. ,.. i+rail: � rf TSI�r+ 7 . s� rs .. �'e#&eA,..d1'1:41 I '�'`.v0flga ,.: . .,ti.+.i • ... f _ ....- ...._......,._.. -..... •...:.:sJ +. «, ti. U'. S.':. .e•i:.Cc..._.:,L'.....•:•1t`a._ ;'t2 �, .,,.�... ,. ,.: •.1J,. ..J..`......... - .� }:a",:r. ...,v:±J w.s+..:�..... C INSPECTION RECORD Retain a copy with permit 1 14 •� - -. I • / / • • i 151 'E t .f CITY OF TUKWILA BUILDING DIVISION • e' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431- 670 II Proj : � : Type of Inspection: t ! ;I•� 4„64 e ry Special Instructions: t� Date Wanted: t� /a — 7 7 --�7 f pm. 7 e-r Requester: Phone No.: Approved per applicable codes. ❑ ; Corrections required prior to approval. COMMENTS: , Z , oc r' • i r Inspector: Date: .; .. ' 4 4 4.• // 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, lee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: ..x��d.ii.c'+ i�d+ . :rY•Yc.fi . ?i4 ht ,. ?2Tn•.. _14:.Ci.'3,-... t -=r • Ast.�.• tr.... u.. cr.a... tia._vua.t .LLi...+.+Vn vu..ui,cV�!..a•vuMaw Kw.:w. +.— .ra.n.uu.w w1w a..a— w.u...w+w.e ✓sr raaYUn�..i.•v�(.iY A�.w.n..vu.iww• +•u.n.. w INSPECTION. RECORD 89 with permit 0 21 Retain a copy t pe � / INSPECTION NO. / PERT . CITY OF TUKWILA BUILDING DIVISION % , '� v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 "F gat: Type of Inspection . urwcv-cvi t oof is 11 r ( cj Address: ZI . f. Mar,. Date Called: 0 Sp: nstruct ons: Date "ant: /I 3 /45 EL<P> Requester: ` vv■ Phone No,: 241.3 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ad? /- r b/ -. s7 / 6 5 .> Inspector:, !1� Date: Ow; 4.1111 A ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, ;. %Ls; I...Iv:. ,Lf■LLS42.=. 4.-1.,%.4.i.Ji-t..telv L.L,..1.L'Lls,sM L, L s st...4314 ILLIL , s.LLad . 4...I.R.Lit., 3 J.,,,,itt .:,..., 1 Us" s. :sta.. a, 4Lt C.L.L'ILLA tr 7 , t • _ 0 0 - Y 5 02 INSPECTION RECORD Retain a copy with permit „, 1 . .•,,A I,. l'. CITY OF TUKWILA BUILDING DIVISION • .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Projeco E type of Inspection 1 fiX5Tik 6 ! All-v EA oti‘pilliot. / to Date Called: Spdallstructlons: 5 Date Wanted 2 ct 5 a p.m. Requester: 3-", ti\ , - . : S IN- KS?. 7 0 1 ) 111°11'3141: 2% ..,c. k per applicable codes. El Corrections required prior to approval. .... COMMENTS: I W-Se-- LA Li LA/41 6/LiAti r . oc— 0 . il-bSe).tht.A. IS 0 0 S.4 Ti - FILL-% I-1G ( , l . * PO I.-- Pk A a.- 0 0 el • ';,' .i ,..* • . ■ - ■ \ , .•,, , 1 . ' I •'; ' , .. . , '•.- .:•' \.. Inspector: • —.--- 4 . . Date: c r /74 I C. . . ' . ..k.1, ,..,.. 0 moo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , • v $ lailliMill i , i• , ,.. . . - . .. .. .... ,,,......1,1%.14.....,„.:-..fr.44,2.z.witimovivkirp441.sail.L.a..qtite.,..1. . ' - a_......w ia..a ..ur.: :f::��.0 ai :r..r ,.•waa .+r a..y.r.w.vu .+..r.... «s. .r.r. -.r. �.,.r.rr, -.. �... -✓r ....+ .+..r.- +r..«.+n....v- ....�... - INSPECTION RECORD le cis Retain a copy with permit 0 a 1 • ,. A, PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'r. :: ` .. C ype o us. :« .n: t-ttlyie,■4- • * . Address: Date Called: Foy,- Special Instruafons: 5 Date Want , ► ) you r Ck co: ?,o a ,-. Requester :: i W1' `s . I ,ns ec ' Phase No.: 3 ' 033 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. " COMMENTS: „„/. — Drs f'is1/gc • I Inspector: / Dater ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit - '. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \► � \+ (206) 431 -3670 •r y peo nss:► .n: ': • G- o tter.. A ddress' r. :// A l - "i' m /tee s -i� r Special Instructions: Dale Want e .. am p.m. S/a h lal'd / Requester"— � ',(CD PI is, C aZ- t�n°ne" -,/3 El. Approved per applicable codes. ❑ Corrections required prior to approval. E COMMENTS: C�� �. e.& C AL- .Fer0 ( -r rt ..7 GSI.ARA„t. nP AA r \ n '• 11' Al CI Ell ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suit? 100. Call to schedule reinspection. , ..: ' " e. . ❑ x30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e 3 ^.. >w�y Sit t aii3k.1.. 9Y,. itelt+ . w.3 ,K1fU1*+' NVINSZake3:6s447 , :•.-u1atviitagt4 >a,,a:ask.da; 4 __ ..._. • ....4'7'4." .....:. � :................1...:w.t+.:,: �`.'.:':] �_:. �:: i. 4hS .i.id_"iw;aC�:.,�t. "Z......: Lem :�:,1:'.'::�',v...:Yt'.+.'�`� �:.�:' ..::.'� uax ��: :. i�:',�"..�,�rt�:�t�iu'�i3�. �..i'i.'•:u���..`�.:.�fr.'�rr«i }. ?.niL_... C INSPECTION RECORD Cq Retain a copy with permit ) 3 -r, N •. • - • C" Vo CITY OF TUKWILA BUILDING DIVISION 7, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t * '4 (206) 431 -3670 •ro ect: ype o ns• : « wn: C re- ' Address: I I Address — late Called: i C t' YtcLr ,v1 r .� Special Instructions: 0 Date Wanted: W rf 0o CO-0 I 1 I .n,. (� Requester: a b tr.J SpeC ' i h5 ' Phone No.: 9efc C l )3� Y ,. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: nspector: 1143: ❑ x.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. E tN0.: Uade: i Fireproofing (,wJ Aggregates Shotcrete Concrete - " `'• Masonry December 11, 1995 Asphalt Roofing P i l i n g S t e e I File: 95 -292 A.A.R. TESTING S o i l s LABORATORY, INC, W o o C : CONSTRUCTION INSP AND MATEp1A4 TESTING City of Tukwila Building Department NATIDNA " YA C 0t1EDfTED LABDRATDNY 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Gateway North -JAS Address: 4 .. 116th St. Permit No.: B95 -0 3 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, On site welding 3. Nailing 4. Roof moisture , 5, Expansion bolts /seismic straps All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated October 27, 1995, number 14427. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Freiheit President cc: Alpha 4 C/O SGA Corporation - Bob Hart David Kehle Architect Richard Hudson &Associates EFVED DEC 18 '1995 _COMMUNITY, Tel 881 -5812 Fax 881.5441 • P O, Box 2523, Redmond, WA 98073 L EVELOPMENT -7.77 �., ar` .. ... ..�.. 7; } .. y .�.. ,77717 ''�'^ i ... �„ ..�..... « r.r:1.... p: *: ` :. 7 `-.�-.-" ' 1i' )'.Y. + 4. y�' {Jl •�- ?j+ �' ,,:747:77,7:7.7,7,7 r`'s• ✓'.'..�•�- ^�Z•f' } y:- ' �D %/ ' 1 `.�.�� j ,; { .a� i .�'t�rL..�_, t "i.' rzr > +t`f Ssi�.✓ ,�.+ • s s; ,�( �►.� City of Tukwila John W. Rants, Mayor �tn . o i��.. Fire Department Thomas P. Keefe, Fine Chief 1908 TUKWILA FIRE DEPARTMENT 1.)// FINAL APPROVAL FORM Permit No. �, >/ " -/ 2 Project Name JA i- "14^' /l ie." 1 , � , J1/ Address / i, °►,<< / .S Suite # ;f/Fd Retain current inspection schedule Y Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: > Fire Alarm: /, / //) Hood & Duct: Halon: p/ Monitor: /0 ,,.i C ° '`... v� Pre -Fire: A Permits: r f Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station, 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 I _ ------------------ ------_______, I ( -,d 1 CITY OF TUKWILA Address: 11521 EAST MARGINAL WY S Permit No: B95-0213 Suite: Tenant: JAS FORWARDING Status: ISSUED Type: 8-BUILD Applied: 06/2641995 Parcel #: 102304-9076 Issued: 08/10/1995 *********h*******k***********kk****k***kkk*****k*k***Ak**k******kkhlk*kkkkbk Permit. Conditions: 1. The irrigation system shallthe least one in-ground moisture sensor. .- ,...f.. - 2. Temporary erosioniconerol measures shall 1)4 'imblOmnted as the first orderf;busi:ne'ssibpreVeint sed,imeneWOn.off- ' site or into/O1stingstormf.dtainagefaci0,eeb.. 3. The site have erosion control measurein place as sV0'h as possible after'fin'aT been comp pri to ,th Final. Inspectidn. , • , 4. It shall:.,be Ve in writingistOr'the City UeilikeS . - Inspector that the fire loop systeilior the butlding, contai0 alState Department of Health approved detector ,:- , (0., , doublefbheck valve asieOly. .\This shall be done OriOr,t6 the FArial..DiSpaCtion,,.. ' ..1.. 5. PRIOOTO'FIt4ALLSIGN OFF APPLICANT SHALL SUBMIT METRO 8 111:1 METRO w 41Cp Be itIh. made :l311A:06:11111 T o AND , 6 b11h 1 1 : SHALHMAIL USNESS'DECLARTIONIFORM-TO ME • \ . No;Ch'angeslitl,:zb.,mde to p'aIrsJ un1essapprved Y"V M ArchttectOr Englne0i DivisOn.'" 7. P160ing permitsshall/be the Seattte-KAng r ' Co Department will be 0 . inspeCted by that age406.inclOOng-OU'gaspiping , , ,., (2: \v ,.( '-.. . , , t Stativ)(46n 61 Labor and Induts otrica i i r nd alTlele li , e . Op '''.4 WO i'< l91 'be by that atj mily (f248 Qt, 9 Al p&e ?" 4t . lOts , inspection r ecor d end oved \ plans shall 41. , . ,,,.., 4 4 available at the jObt site pr ior to the,s.tai7trot con on- 4 ,, ,, i-, , . .:, . r ,. structionn. These docum : are to be maintathed a14 aval,4271 I ..e-; , ter 11. able unttro is granted. oy* A/ 1 10. All mechani work, shall be'under-segasate permWiss(s0 ,. 1 J. ,e: ; k / the City o ; , v 11. All structural concrete shall be.s'Oeci,a1 Inspected - Sec. 306(a)1). :-.., .., , ,..., 12. All structural welding shall beedone b y W.A4B.'.Oertified 1 welders and special inspact 13. Bolts installed in concreteihaTtl*:.ipeCial inspected I (UBC - Sec. 306(a)2). 14. When special inspection is required either, the owner, I ? architect or engineer shall notify the Tukwila Building 1 Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being I performed. 5. The special inspector shall submit a final signed report stating whether the work requiring special inspection was to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable ' workmanship provisions of the UBC. i 1.. Readily accessible access to roof mounted equipment is I required. 1 .1.4. Eng4 neer•ed truss drawing and calculations :::; site ! 7— ' and available to building inspector for i, section purpot es. Docum"er shall bear the seal and nature of a , , Washington State Professional Engineer. 18. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and m a t e r i a l shall bear identi- fication showing the fire performance rating thereof. 19. Subgr•ade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with i recommendation's i ons given in n the so i t s report. . 20. A'seatement from the roofing contractor verifying fire Nr retardant class of roof, will be required prior to final d . ' 21. All done, �In confor mance•:,,with approved i plans. and requirements . of the "'U-ni�f�orni'B�u i::j-'ii.,'i,t q: (1991 1991 Edition) as amended ;: tini`for r ,Mechanical Code '•`(199 1 Edition) , ash i» ton St .te Ener w Code (1`f9`94 Edition ' and W a , "2 i'. Notify i f y Y i g ;. �.. s ,: o v the C i. , . , :, Tul;w� i a:1 .i , . l d,jrt Div i i a" ?I p i or i?, '. ''.,, ! f of ( - �'` \ placin anysconcrete T procedure is in ;eddin'• t o. ,�.a ny rig �r� ° s '? tio ,!'d requ i remetl "�`s f orz wpecl a l i n. pec't'i on .t 0 , '" ,,r, r 1 � i 23. All wood'ttof rerna,;n in placed concrete shall be treated w ►a�.i 24. Maximun) aM dosed,; 1'i'ih watt g,e '-nr buildirT extf lightin`q`�r= 5,72Z. watts. loucenta4On required iilhal V ,, i nspedt' i�on appr•ova�l . W. � C Sec .21532. }, 25. Prov td ft Ignage for hair r let t , + ee . ,p"arking stalls per U BC * �� Sec./007 t 107 7 :t'•c , ,51 -20 ,WA �� -- �. ' ''' y t' 26. PROP ,.`ED;' BUI IS NOT CLAL"'S(IFIE0 : ..UNDER UNLIMITED ``;AR "� ,p CLAS,SIFIC'AT•I0N' . ., : .:�� . -, , . M1 _ f.1 +, : ;','. `{,,. •,.. , ..; , _ t(lik 27. Glaring at conditioned' of'ftj s provide a listed ,yII.- ;. y_ value of 0.64 • or' better. `\ Glazing :to lie cer t;if led and lab �' 1t'` , e l e�i,` ; bv• an,."Yi ndependent" " ages .y+ 1 i cens b y the National +� ,, fene„tr ati;on Rating Counc'i'l ,, ti , , ' ,,,� iF ,.1 28. Provisions ,for compTianc'e;'wi.th "UBC", Sec . 705.(c) is required pri i to final> Inspection approval ; ag of etc °4 F - t % up " �1= + T h is requirement applies, to both derni.sed areas ' of th r ,f e wa ous`e�';plan. ,:..,.,;.., I , • a °° p, 29. Maxihti "1,lghjting wattage for warehouse area '.,'0.5 , watts /sf.p)i Documentation is `required for final i'i ns;pect i "on,'� appr�ova'L I �' 30. Separates mecharrical permit requtred for° space heating equip' ;° ' ment at warehouse areas. Maximum; insta,11.eA.'.heating output;',,„"! l .� C �. s )r for this' semi - hea,ted'�►� = 181 , 956 Btu/h. :i,•t,,4 ,t �. 31 . There shall , be nib' ;occupancy_ of the building(s) until the final inspection has been completed +.by the Tukwi.J a` "Bu i.l d�;h g Inspector. 32. Office area development not' shownon'r "this applicatio.n,, require a separate .building r permi t . =.l , 33. All rack storage t,aJA insation shal:l° r•equir e a parate permit. ° r s:- 34. Validity of Permit. The issuancoaf;a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. is t • • • o Ei. . 1994 Washinot.' 'tate Nonresidential Enero Code C reliance Form E VreliiiiMi rrimaty ... . r, .. 1irimateZorie ' = NVSUM ' , 1994 Washington Sate Nonresidential Energy Code Comphance Forms Apnl. 1994 .i Project Info Project Address 11 J2.1 enc2-r M A�IHAL Y-�AY Date /_, 2 1..r2 A ' 1 Il -1-1,4 -v-Il LA v#61_111.4-1 iv' fj.f7 For Building Department Use Z-/\/ � L2 . 10 Applicant Name: 17AVID I 'F1. -11-E t /\V.61 -I ITCGT • Applicant Address: I 1141 - r? Ui- AH AVE:. . i Applicant Phone: (I ob.) 47- ecr-r) c�/t - r - 11. 1 V/A • i r i !Project Description I ai New Building ❑ Addition ❑ Alteration ❑ Change of Use J i i Compliance Option (-.3 Prescriptive a Component Performance ❑ ENVSTD ❑ S (See Decision Flowchart (over) for qualifications) Analysis I Space Heat Type ❑ Electric resistance .®. All other (see over for definitions) 1 Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included In the (vertical 8 overhd) divided by Wall Area times 100 equals 'I, Glazing Gross Exterior Wall Area H they are insulated to 1 the level required for opaque walls. `4- 2 , _ • - MI I , X 100 = 114 % : Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See ; Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly In the table below. t - i Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 : Roofs Over Attic 1-1/1N It project qualifies for Concrete/Masonry Option, list walls j All Other Roofs !L 1 with HC a 9.0 Btu /ft below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls 1 1 from Table 20-5b in the Code. Below Grade Walls Hi/ Wall Description U- factor Floors Over Unconditioned Space NIA (including insulation R -value 8 position) 1 Slabs -on -Grade 10 .i Radiant Floors H /4 1 Maximum U- factors t Opaque Doors i2 ( f Vertical Glazing 0,4 0 Si Overhead Glazing H // . . Maximum SHGC (or SC) k Vertical /Overhead Glazing I 1 i Semi - heated space' Minimum Insulation R-values Roofs Over Semi - Heated Spaces' I — 'Refer to Section 1310 for qualifications and requirements , • Notes: RECEIVED } L, CITY OF TUKWILA r y JUN 2 8 1995 PERMIT CENTER ', • 1994 Washinato --"`ate Nonresidential Ener• Code C- - i.liance Form Envelo Atalcula'�.. • s '' Ciimate2one . ;; {J : . : ::fXi ' N V - , 1994 Washington Stale Nonresidential Energy Code Compliance Forms April 1994 Project Address [ 1 G�l 1 E\(7� H NAL wk- c2DU'r H Date t , 2. 7 , Q h ❑ Electric resistance S . ace Heat T . e k• 3 All other For Building Department Use Glazin; Area as % gross exterior wall area III , % Concrete/Maso 0 • tion ❑ Yes ❑ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, , Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U- factor x Area (A) = UA (U x A) • U- factor x Area (A) = UA (U x A) U =0,lp4 Plan ID: Ex -12-1 Or 744 x 11 =-12,1, 0•"7 . ' W 2. . - 1 ' 7(n U= Plan ID: Glazing % Electric Resist. Other Heating ▪ Q, U= Plan ID: 0-15% 0.40 0.90 tt A U= Plan ID: >15 -20% 0,40 1 0.75 l d, A > 0 U= Plan ID: >20 -30% not allowed 0.60 U= Plan ID: >30 -40% not allowed 0.50 • U= Plan ID: (see Table 13-1 for Conc./Masonry values) U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Healing o) U= Plan ID: 0-15% 0.80 1.45 t N U= Plan ID: N / j >15 -20% 0.80 1.40 d, 10 .3' 0 U= Plan ID: >20-30% not allowed 1.30 U= Plan ID: >30 -40% not allowed 1.25 U= Plan ID: (see Table 13-1 for Canc/Masonry values) a) U =O.V)PlanID: ) x V s 7' 0, A (per 20. 71 0. (,O s ( 7 = '3 - 1,t5 • . o U= Plan ID: • Electric Resist. Other Heating 0. O U= Plan ID: 0.60 [ 0.60 R = ID: r /GFIL-..I) -)c 2. 0, 0? "4 ' >) " I t , `J1 .0.�t» s'j7 ' - 4, V R= Plan ID: Electric Resist. Other Heating cc R= Plan ID: 0.031 1 0.036 1 R= Plan ID: , O R = Plan ID: Nips Electric Resist. Other Heating R= Plan ID: 0.034 0.050 R= t Plan ID: P(1 Gt rufz.r. 0, 11t7 )( ( L7:1/ r 2 4'6/14 0,14 $ ��( -/ ✓�t,A•, 7 R=6,11-Plan ID: I i-I'( t IOf- �• II) ?.)tp�, -4,f7.41 3 R= Plan ID: • D I t' W73. ln✓ Electric Resist. Other Heating o. R= Plan ID: . Ordinary 0.062 0.14 o R= Plan ID: Metal stud 0.11 1 0.144 R= Plan ID: Conc(int) 0.19 0.19 • R= Plan ID: Conc(ottt) 0.25 0.25 m R= Plan ID: 3 R= Plan ID: NIA Electric Resist. Other Heating m P R= Plan ID: Ordinary 0.062 0,14 0 R= Plan ID: • Metal stud 0.11 0.14 R= Plan ID: cu tn O v R= Plan ID: . /" /1�••- Electric Resist. Other Heating c R= Plan ID: 0.029 0.056 M R= Plan ID• _ } - r � �= .+� a R= 10 Plan ID: 0.)('r X f" , .• a 'I 1` 19.2 f = (.05 • to O. ,' - x ill rgre i1 R= O Plan ID: IH11-N0r--- 0,1� ,' 1, : °1 (j), Electric Resist. Other Heating in rn R= Plan ID: 27 2 1 i mot_ . � •1 F =0.54 F =0.54 T R= Plan'ID: rv"T (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core Insulation material. Totals 1 I I 1 11. F j 1 2. , 1 Totals I I 1 Ill , 21;9 , I � 2 a For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1994 Washin•t. 'tate Nonresidential Enero Code i•liance Form Enve1ope`'SHGC.C ations' Climate2one l ., ;: s = : . c .,.i t .~IENV -S , 'Me Washington . State Nonresidential Energy Code Compliance Forms April. 1991 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID 8 page fl SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: 1 /' ( 4 7b 7- I `T. 2 75 - 1 „ 149 : S` 14- 2 .'E Plan ID: Glazing % Electric Resist. Other. Healing c Plan ID: 0-20% 1.00 j 1.00 1 o • i 2 Plan ID: >20 -30% not alloyed ' 0.65 Plan ID: >30 -40% not allowed 0.45 • Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. I2 -� Totals 11-2, r� 14 - r:92.. - 7 „' Totals 11-2.1 �J For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. . Overhead Glazing Proposed SHGC Target SHGC —~ • List components by assembly ID 8 page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A en Plan ID: i Plan ID: Glazing % Electric Resist. Other Heating ( -I Plan ID: 0-20% 1.00 1.00 Plan ID: >20-30% not allowed . 0.65 • I, Plan ID: >30 -40% not allowed 0.45 O Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. et: 4 .ea did list ent ai cut at Ta o ' .. c . : - lrg � 1 nn ns , a r, , s`;" �Y, .: ` ` � If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls ' Glazing Area 1: OG= 2: OG= 3: VG= Note: OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13 -1) Glazing Area 1 Ix( %1- 1 100 = 17: I Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1. Max OG Remaining 2: Target VG Area For Target OG's, circle I 7 lesser circle = : g: and use the lesser I — Q ( ) ( 8 (— lesser (circle) = L 1 values both here and 7: 8: below. . _ Proposed Opaque Area Proposed OG Area 41 Target OG Area1' Target Opaque Area Roofs over Attics 4: + 1: _ 10: = 13: Other Roots 5: + 2. — 11: = 14: Total Target OG Area (sum W10 + #11) 12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls! 16. 1 + 13: (_I9: ( =115: I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12. 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 8 12 are also used in the applicable Target SHGC calculations above. • , 1994 Washinaton State Nonresidential Enera Code Corn sliance Form LLgl titi «, tittim :. � x , a * 4�. r , :. ' , ''.:. _ . 'itl -G UM 1994 Washington Stale Nonresioentrat Energy Cooe Compliance Forms April. 19 t • Project Info Project Address 1 rn1 1;1-\7f 11N PHIAL wAr e-- Dale o„ ,2:7,. i r - r_vil I \, vJA1 -II H -roH 0 For Building Department Use *N / r 1 1 Applicant Name: [7.A,, VI n IGE 1,4 1 p\r-G4- iii - Cf Applicant Address: I2� /t) 1 I f (�� / v , g �V F, G Applicant Phone: CW ' "122,/ '�-'! G✓ - ._ L W f Project Descri ption 1121 New Building ❑ Addition ❑ Alteration Compliance Option El Prescriptive .® Lighting Power Allowance ID Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased ' Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description • Watts per tt " Area in f1 Allowed x Area - - 1 / rt,i '] 7 o rFIC_ES I (%1G, I. 2. fo 1(i2, 2F9 1f,V1. r 7 From Table 15-1 (over) - document all exceptions taken from footnotes , Total Allowed Watts /el dl ,i Pro . osed Li • htin : Watta : e (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Facture Proposed - - Punt -. f L LIrf-t 1 1-41— 2.)q- I.A'r= I d ' . ( 0 1(2 4/12,9 0 ,ii,I ., HALL- 9- - fl.i % FLUt0 2 x 4 t.j r- II -I ' 12- V 72 r 11 1C%, ?1o, ' 2- -Tl,lp'L I=> ,I.IcRT-*:'-Lt- 1'1 WAU. N1TR , G4t , 1 p , t 12. _j"At -1 s LICtN"( 1 • ( fe_ Total Proposed Watts may not exceed Total Allowed Watts for Intenor Total Proposed Watts 7 /! t9 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft' Allowed Watts Location Description , per 11 or per II , (or If for perimeter) x fl (or x If) Covered Parking 0.2 W/11 Open Parking 0.2 W/ft Outdoor Areas 0.2 W /R ' Bldg (by facade) 0.25 W/f1 Bldg. (by perim) 7.5 Will 1& 6=17.1. Note: for building extenor, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Li htin Watta a (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 9 v a w. p,+7i• .. . • ! . ..„ Elea( r26 till. dJ . • SKETCH OF ELEMENT toles btu • (pi • • • . Summation R Values . 1 • . U= /R .i % • U Value for Element (Avg.) = . II g Area Cl Element" .z • . • Area Element is net a.•ea abler openings such as doors, tNtndows and rkytights have been subtracted. • • , ' .31k/134 1C ' • *- s Itlem(ii Lt SKETCH OF ELEMENT 4 • Note: Make copies oT this form for eery building element r 1,Ie fkri. K e Ali •rivil .. 1e • 11 tilrot • wp, H+ou • �,.,, 1 b �P• igt�. . .. • Framing Ratio ( if applicable) _ .13 . Material Thickness R /in R Value R value Inches Thickness Solid Cavity • . I Dic la p • (ot Y " � . t•• •9t'Up �v 1 3 (, 4 % G- 1p•IV. W , ■ • . Summation R Va`ues . 8, • . • U = 1/R o•11 Li Value Tor Element (Avg.) = 0. (( Area of Element' _ . • * Area of Element Is net area after openings such as doors, avindc s and sk/ights have . been subtracted. • • • ... . ... , . ... . _.. , . l Elm( T PL1C T UF , . i , • SKETCH OF ELEMENT - Note: Make copies of this form for every building element. <I -2.— FALle'411" r2ovF . i —I/2) . kliatterim • p tei tostatitiN-1 ; ... 1 uil 7f- v liDu2 -tire tt Pea_ 1 . . i . ... r, • A Framing Ratio ( if applicable) = .I • ..1. Thickness Run R Value R value Material Inches Thickness Solid Cavity Ikivpe 1.1? hufl . i (0 I _ . . ` 1 = • .4 Urn? 611.19 115 7 1 l!' latiuir) . 5 .U, ' su•- , ,u_____,____ • , 4 . ' A 4 ! • . . • Summation R Values 1 • u 1/R tf)ab* • , . .. • U Value for Element (Avg.) 0 0 0.3 - '92 . . - , Area ol Element* . . ' Area of Element is net area after openings such as doors, windows and skylights have been subtracted. COM 1.--ti2. v-4/cgi LA • R = It./P-1- 1 ... . . r.:,.., ....., Eie„,( Czttitati A SKETCH OF ELEMENT tole: Make copies ol this tom for every building element. 4 r i i • • V' ll -. 1 "1 ht i%Car-AIG akfr f. 1 4 ' - Framing Ratio ( if applicable) f. 1 Material Thickness R/In R Value R value . li Inches Thickness Solid Cavity 4 r "4 IR5IPS 142 t* .ul 4 INPu1trrIcA.1 Co . 19 0 .4 1 IsrPit r;trl • 0 I I ■ . I , • . i . . r . . Suinmation R Values • ti .•H • u = 1/R Ore) • . U Veue for Element (Avg.) O. or, 5 , Area of Element* = . * Area of Element is net wee after openings such as doors, windows and ski.ights have been subtracted. . • , .• ... / .,\ eA-Veq.10 ' r • +l/ Element: tit . 2 SKETCH DF ELEMENT Note: Make copies ()Ws form for every building eiemwnt. 1 1\ V 1� . . �; rte. • Frarninp Ratio (if applicable) • Material Thickness 11/In R Value R value Inches Thickness Solid Cavity INPU .. J 3g4. IT D , • • . f--- . Summation R Vahues • 14' Li • U = 1 /R 0 ,,17 7 I U Value for Element (Avg.) = 0. ci A ea of Element` Ana of Element is net wee after openings such as doors, Windows and $k/ights have been subtracted, • '1.fre/13LIZ.. 10 • . . . , . . . . . . . . . . • . . . . . . . . . . . . . . . ! . . . . . . . . . ' . . . . . . . . . . . . .. , . . . • . . . . . . . . . . . . . . . . . . . . , . ! • - . . . . . . . . . . . , , . ' • ,. . . . . • . . . . . . . . . . . . . . . • .. •........-.. . !111, . .1 Ca_4e-Luct.ttl 1\3. f<1.c18 1 0 JOB RII ''.. ,.,'`'HAI3)1) HITIDSON & ASSr INC. ft ,..„ . . &Dv :--) CONSULTING ENGIN a N.I...A:ZS SHEET NO, OF '4 , 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE if SEATTLE, WASHINGTON 98122 . •. / 206.324-6160 . , . : • . . . - . -.-.•• •••-: -• 'T - • - . i . . , . ; , , . : .: . . • . . I . _.. ... f - • `. . . -. -. : 1 • ,--i : ...L. ... . , i ! . . , ; ; . . ; , i , , . 1 i I in 3 1995 • , i L—• --,- • --1 • • .. -----4-ROBERT-FOSSATTI C ASSO ••-••••• - • , , • :1, i i i i , ! ■ i i i . : 1 i i i ! ■ 1 1 , i ; . , i • 1 ! i 1 I ; / ■ - .......1. iopo r 1 i I . : i 11 I ; 1; ! i. . 1 , . , 1 • ; ; ' RECEIVED ' , - , • I , ! . . , I ; I ; i I I ; . , , - i - AUG 0 9i 1995 --- . , •;• ,•;,• •••, , , , , [ .1 :tr/ I P. . . I f" 4 -44 4.... .....4. - - 4 7 1 ' I -I- - I ! i ■ ; ■ I 11 1 1 I ; P RMIT CENTER i 1 ; . . .....1 , ! , . ; _ t . .... i... I I 1 i i 1 i 1 ; I ! I I ,.. 1 1 II .: .I.. .. • I 1 • i : ....I . . .. i .. 1 I . ; . ! • I I 1 6) W : 1 > ° Pr P i ?..; l 1 ; , ; 1 ; ;;_l_______________--______;_i_ t__--i -t---;--,---t- .;- 1 , ---,, - ;-- t , , 1.. I ; ; I , 1 ! 6, , i . iii. - - rteoc-d- ir prt+ I i' i I:7 I " ' ; 1....... . 1 . ..1... ....i........... ...., --.-------Ti H .... -, , 1 - 1, -- -- • t --- 1 - 1 ------ 1 - . -- i --; -- 1, - - --- i 1 1 1 1 1 1 , 1 -i _- -i- • i i i I 1 1 ■ i i 1 i 1 , i , I 1 I I , . ,, 1 i I 1 1 1 1 . -t- i---- ; -t;" , __ i ....... - -I, 1 1 !___7 i 11 11 , ______L__. I I I 1 I ! i I , _1_ ..1.. I.. .. .....i. ; - -Fli- I I I I 1 I 1 I . - - i , 1 1 1 , 1 1 , • , , 1 , 1 1 i , 1 , ! 1 . ....1..... ...L__ ,. i 1 . , • , , 1 i , I • 1 .1 , 1 •, • . 1 , 1 • , -.I. i i...• '. --,, • -B .' IT,. A" . '-'. ' 4 I . .I. - I - -, - —.--t- 1 . ••:- i •.• • . (i ' , ' I I 1 1 • 1 1 1 I I J _ .. ,,,, _' , ____ _. 1 _,... i 1 1 ...; t , :‘.., 4 ' ti .." . :1 ' I I 1 1 1 . 1 • 1 1 . 1 1 , 1 • C 1/Q ■ 1 1 i 1 i ' C i 1 • -,‘ _ . • di ". , 1 , .1 , • , • 1 . : , . , . 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( � CONSULTING ENGIN S SHEET NO. r7 �' OF ti 1605 12TH AVENUE • SITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 206.324 -6160 r7L= 5,i 4� . 1 -2... I 1, to . 21 el • . .. Z5 _ - ...___ —___ - �. `__ 2 - . .. . I • �Z -- � _.. - I ..e..._ _,. , .t - . .,,.,„ . .... ..... .... _...__— ,- ,.._._. ._.,- ..— .._,.. _.-. -, _... .._.- , -,._., - .._ ., . _.. ___..._._._,'... _.. ......_..__.._ .. . -.- _ -. __.._ ......- ..,_ .._- _ -_.._ .... I J �i (! - �I Z, ; re v1SPC _ — __. - -- - . . !_z- '7' _..�� -_..__._ : -� _ 1 i 7 _... _ I ,02/YVl 1 ' w _ � /Z 7 Z , 2� i ) ' / / . t L L; -- :8, ?2 5' tt.r 7- v i— i i I �r ' _+ i i ; • t ' .. .. _..- _._....... ... .. ...... J° ✓1 , .."=. C2— .)L i--.5' , 1-. ..... . .„..r.....:. V z— e94..... . ? ' ° '''' i 2 — ( "7`; 2 --) C 39 ) -/ ' g . . . , Richard Hudson & Associates Title: 1605 12th Ave Suite 18 Scope Seattle, WA 98122_.. Job # 206 - 324 -6160 Designer: Fax 324 -6160 Misc: Date: 06/22/95 Page: T.0-A- TILT-UP CONCRETE WALL PANEL STRIP DESIGN Gateway 10 Panel 12 jamb B WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height . = 24.00 ft Uniform Dead Load = 5200.0 1 Point Lateral Load = 0.0 1 Parapet Height = 3.00 ft Uniform Live Load = 9400.0 l ..Height fron as = 0.00 ft Thickness = 6.50 in Ecc. = 6.00 in (this is a Seisnic Load) Rebar Size 1 5 Uniform Lateral Load = 161.0 plf Rebar Spacing = 8.00 in Concentric Dead Load = 0.0 1 ...distance to Bottom = 0.00 ft Wall: ZICp = 0.225 Concentric Live Load = 0.0 # ...distance to Top = 24.00 ft Parapet: ZICp = 0.300 (this is a Wind Load) Min. Allow Defl Ratio = 150.000 Concrete Weight = 145.000 pcf Wind Load = 0.00 psf Fixity %% Used @ Base = 0.0 % Seisnic Zone = 3 MATERIAL DATA - SUMMARY f'c = 3000 psi Using: UBC Sec. 2614(i) method...Exact, Non- Iterated Fy = 60000 psi Seisnic Wind Phi = 0.85 M -n * Phi : Moment Capacity = 314686.7 in-I 314686.7 in -1 Min. Vert Steel %% = 0.0020 % Applied: Mu @ Mid -Height = 146199.6 in-/ 194108.9 in -1 Min, Horiz Steel %% = 0.0012 % Hu a Top of Wall = 32760.0 in -1 32760.0 in-/ Max. Vertical Spacing = 18.00 in Allow Axial Stress = 120.0 psi 120.0 psi Max. Horizontal = 18.00 in Actual Axial Stress = 35.6 psi 35.6 psi 'd' : Depth To Steel - 4.20 in Max. As % %: 0.6 * RhoBalO;0128 % 0.0092 % 0.0092 Wall Weight = 78.54 psf Maximum Service Deflection = 0.404 in 1.807 in Effective Strip Width = 39.00 in Ht /Service Defl Ratio = 714 :1 159 :1 Live Load Doesn't act w /Short Tern Seisnic Parapet Wt Ignored Space bars @ base of parapet at = 18.0 in 18.0 in FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Seisnic Wind Seisnic Wind Basic Defl, w/o P -Delta - 0.277 in 0.611 in Basic Defl. w/o P -Delta = 0.212 in 0.489 in Basic Mu w/o P -Delta = 86939.1 in- 1194108.9 in -1 Basic Moment w/o P -Delta = 66448.3 in-I 155105.3 in -I Moment in Excess of Hcr = 146199.6 in- 1194108.9 in -1 Honent in Excess of Hcr = 83465.9 in -1 155105.3 in -1 Max, Iterated Deflection = 6.302 in 6.302 in Max. Iterated Deflection = 0.404 in 1.807 in Hax, Iterated Moment = 146199.6 in- 1194108.9 in-/ Hax. Iterated Honent = 83465.9 in -1 155105.3 in -1 LOAD FACTORS USED ANALYSIS VALUES ACI 9 -1 & 9-2 DL - 1.40 E :57,000 *(f'c ^,5) = 3122019 psi S -gross = 274.6 inA3 ACI 9 -1 & 9 -2 LL - 1.70 n : 29,000 /Ec = 9.29 Hcr = S * Fr = 75209.2 in -1 ACI 9 -1 & 9-2 ST - 1.70 Fr: 5 * (f'c ^.5) = 273.86 psi Rho balanced = 0,0214 Seismic = ST = 1.10 Ht / Thk Ratio = 44.31 Seisnic Wind ACI 9 -2 Group Factor = 0.75 As(eff = F Pu:tot + (As *Fy) ) / Fy= 1.669 in 1.669 in= ACI 9 -3 Dead Load Fact = 0.90 'a' As* y + Pu) /(.85 *f c *12) = 1.007 in 1.007 in ACI 9 -3 Short Term = 1.30 'c'= a' .85 = 1.185 in 1.185 in UBC 2625(04 "1.4" Factor 1.40 Moment of Inertia Modification Factor 1.00 1.00 UBC 2625(c 4 "0,9" Factor 0.90 I -gross = 892.5 inA4 892.5 inA4 I- cracked = 162.6 inA4 162.6 in ^4 I- effective (ACI) = 0.0104 0.0 inA4 Phi : Capacity Reduction Factor = 0.85 0.85 Mn = As * Fy * ( d - a/2 ) = 370220 in-I 370220 in-I (continued on next page....) J ✓ V4.4A.3 (c) 1983 -94 ENERCALC Richard Hudson and Associates, KW0601345 Richard Hudson & Associates Titl ' • • 1605 12th Ave Suite 18 Scope: Seattte, WA 98122 Job 206 -324 -6160 Desilpi r: Fax 324 -6160 Misc: Date: 06/22/95 Page: p Z TILT -UP CONCRETE WALL PANEL STRIP DESIGN Gateway 10 Panel 12 Jamb A . WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height = 24.00 ft Uniform Dead Load = 7000.0 1 Point Lateral Load = 0.0 1 Parapet Height . = 3.00 ft Uniform Live Load - 13000.0f ...Height from Base = 0.00 ft Thickness = 6.00 in Ecc. = 6.00 in (this is a Seismic Load) Rebar Size i 5 Uniform Lateral Load = 61.2 plf Rebar Spacing = 6.20 in Concentric Dead Load = 0.0 1 ...distance to Bottom = 0.00 ft Wall: ZICp = 0.225 Concentric Live Load = 0.0 1 .,.distance to Top - 24.00 ft Parapet:ZICp = 0.300 • . (this is a Wind Load) Min. Allow Defl Ratio = 150.000 Concrete Weight = 145.000 pcf Wind Load = 0.00 psf Fixity %% Used 0 Base = 0.0 % Seismic Zone = 3 MATERIAL DATA SUMMARY f'c = 3000 psi Using: UBC Sec. 2614(i) method...Exact, Hon - Iterated Fy = 60000 psi _ Seismic Wind Phi = 0.85 M -n * Phi : Moment Capacity = 472214.8 in -I 472214.8 in -I Min. Vert Steel %% = 0.0020 % Applied: Mu 0 Mid - Height = 181528.8 in -1 91270.0 in -1 Kin. Horiz Steel %% = 0.0012 % Hu 0 Top of Wall = 44100.0 in-1 44100.0 in -1 Max. Vertical Spacing = 18.00 in Allow Axial Stress = 120.0 psi 120.0 psi Max. Horizontal = 18.00 in Actual Axial Stress = 39.4 psi 39.4 psi 'd' : Depth To Steel = 4.20 in Max. As % %: 0.6 * RhoBal0T0128 % 0.0119 % 0.0119 Wall Weight = 72.50 psf Maximum Service Deflection = 0.545 in 0.251 in Effective Strip Width = 48.00 in Ht /Service Defl Ratio = 529 :1 1149 :1 Live Load Doesn't act w /Short Term Seismic Parapet Wt Ignored Space bars 0 base of parapet at = 18.0 in 18.0 in FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Seismic Wind Seismic Wind Basic Defl. w/o P -Delta = 0.338 in 0.301 in Basic Defl. w/o P -Delta = 0.262 in • ' 0.251 in Basic Mu w/o P -Delta = 102624.8 in-1 91270.0 in-1 Basic Moment w/o P -Delta = 79320.9 in-1 75961.7 in -I Moment in Excess of Hcr = 181528.8 in-/ 91270.0 in -/ Moment in Excess of Hcr = 100562.4 in-, 75961.7 in -1 Max. Iterated Deflection = 6.685 in 6.685 in Max. Iterated Deflection = 0.545 in 0.251 in Max. Iterated Moment = 181528.8 in-/ 91270.0 in-1 Max. Iterated Moment = 100562.4 in-/ 75961.7 in••0 IAAD FACTORS USED ANALYSIS VALUES ACI 9-1 & 9 -2 DL = 1.40 E :57,000 *(f'0.5) = 3122019 psi S -gross = 288.0 in A3 ACI 9 -1 & 9 -2 LL = 1.70 n : 29,000 /Ec = 9.29 Hcr = S * Fr = 78872.0 in -I ACI 9 -1 & 9 -2 ST = 1.70 Fr: 5 * (f'0.5) = 273.86 psi Rho balanced = 0.0214 Seismic = ST = 1.10 Ht / Thk Ratio = 48.00 Seismic Wind ACI 9 -2 Group Factor = 0.75 As(eff Pu:tot + (As *Fy) ] Fy= 2.599 in 2.599 in ACI 9 -3 Dead Load Fact = 0.90 'a = �As *Fy + Pc) /(.85 *f c *12) = 1.274 in 1.274 in . ACI 9 -3 Short Term = 1.30 'c'= a' / .85 = 1.499 in 1.499 in UBC 2625(c)4 "1.4" Factor 1.40 Moment of Inertia Modification Factor 1.00 1.00 UBC 2625(c)4 "0.9" Factor 0.90 I -gross = 864.0104 864.0 inA4 I- cracked = 230.0 inA4 230.0104 I- effective (ACI) = 0.0 inA4 0.0104 Phi : Capacity Reduction Factor = 0.85 0.85 Mn = As(eff) * Fy * ( d - a/2 ) = 555547 in-1 555547 - (continued next page... V4.4A.3 (c) 1983 -94 EMERCALC Richard Hudson and Associates, KW0601W. Richard 'udson & Associates t'it1e: .1605 12th Ave Suite 18 Scope: • Seattle., WA 98122 ' Job ii; ..,. , 206 -324 -6160 Desigi.. Fax 324 -6160 Misc: Date: 06/22/95 Page: F 1 TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) Gateway 10 Panel 12 janb B ( continued) ,Design Method: Exact 1994 1180 2614tH Roof Ol_ . 5199 1b: ilir Roof L1 . 9399 Ib■ Roof Eco = 6 In n - R = 4 FE EE Thick -6.50 in w - = Using: 0 5 e 8.0O In - - f• c •. 3600 Dal 4 = - Fu = 60000 psi y = Setsnio Zone . 3 = a = i Seismic Factor 0.225 __—__ Eff. Width • 39 In t = M 7 a _ c . Y — l iii co V4.4A.3 (c) 1983 -94 EIERCALC Richard Hudson and Associates, RW0601345 _... • .. — .. , ..,._.., L<lclluru' rluusull "2S %1s ocmm ' Cie- _..._,: .: „tic. ___..__ w---- :.-- ......._.m.-____.. ._ -._ .. __-- - -- -_ -- 1605 12th Ave Suite 18 Scope: . 'Seattle, WA 98122 Job #:„--- 206 -324 -6160 (� • Desigr Fax 324 -6160 Misc: Date: 06/22/95 Page: Q g TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) Gateway 10 Panel 12 Janb A ( continued) Design Method: Exact 1994 UGC 261401) Roof Dl.: 6999 lb' Roof LL .s 12999 1 b Roof Eoo = 6 in W n = . N EE EE ThicK ■6.80 in Using: 8 596.20in f'o . 3008 Ds% g! EE Fy = 60000 psi ,p .1. Selanlo Zone - 3 A c _ Ssisnic Factor -0.225 0) Eff. Width ■ 40 in C = .t o — r — EE EE m V4.4A,3 (c) 1983 -94 EUIERCALC Richard Hudson and Associates K11,0601345 • • • . RICHARD HIJDSON & ASS C'.IATES, INC. JOB ` C uJc'-' - • CONSULTING ENGIN( .',S SHEET NO, ' 2 ' " c ) OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 206 - 324 -6160 - ©9 F• Tt - L, I g 5 2,0 p er= . _ ... LL 7 • ■ i 1 I 1 f ■ i , • . i ter► . ' • RICHARD HUDSON & ASS MATES, INC JOB a A 'Jet A. '�� I. t7 i CONSULTING ENGIN-•..,S SHEET NO. P7 ( OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE - SEATTLE, WASHINGTON 98122 206.324 -6160 1 3 . . 4 4 kil-k e. -1'ln_. ,y--2 t S vn .,, vr, e'., - „ c `V GIC.. V ni:.,, -e 5 far l,( ! V1.� �►�1t1.K. . VJ •I,5 C ,o151 ) ( et, f t 6 , <7 ) z.: 7,,4k-/e I I v 2 a)i 27 / ' 4. : 6 _ o • 1c,, 14,"-.7P:: z'l ± i i r , ... ' c.:. Y� . i w.. ._. ........ r .• � —_ ... ..__... I ' c1 ''; --- cii 1 , . . I , ; 1i i I . • 4 i , ! 1 ' : �� �U S �• w ilv V►_o Y ___.:�_.. ._�__ + `_2cj- .. _._..- 2r (zF'�`PHia v114!..1 _SpyN - -_. . - --..•... __, �' ._LC- • W - 1 ' i C 1 , . l ) CIS r` l - _ .. . . . I7. z. . . • • cL4eu RICHARD HUDSON & ASS' `TATES, INC. JOB �} J CONSULTING ENGINI:`iW' S SHEET NO. r O ,_ ' OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY DATE SEATTLE, WASHINGTON 98122 206- 324 -6160 ) Gam( 4L ,) 1 . . _ _. _...... . .. 3o -. d' O F V L= Roo L _ 3010 • i .--:: . . . 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JOB CONSULTING ENGINEERS SHEET NO. .1=),1,6\ . • OF 1605 12TH AVENUE • SUITE 18 CALCULATED BY 13 t <- L DATE . 3 / /r//) SEATTLE, WASHINGTON 98122 206.324-6160 • ' . ii 1 . 5&7fNf'C 'E—v./Cr 3 Ecc-gurRrciry - 4 z ` 7-J-- 6 1 4 _..._. .z t4 M „ _. 31,.. � � I pi co--4- -. 0 - . _ _ .._.... __ _ ............. ......._._ _ L � i 1J • CItC di -- ...._— • -L.J.: r._ _ ( •. s ) -. (.. I.. 4., � . __.. _ _.._/ 4.. (�= _t. _ _ _._.__.�._. , .... • . : ___....�. __... _ _..__. - 3 6 . _._._...._. rJ __ I _ _.__.._ . v - /ate 6.yr = hd - AW OVjn LOA0 ; ld� ' zvwL ■ S/'A-n1,0 iiiIiiii tL ' , , To - • .. • , . .7. ---- - Lt) :. (b " 2.59 /4_ 6, 0 d ....... _._.... L.... .. 3.c.b L�rzuz-T1 VG k - • X 14 = , 6 u - ► - G - - Z IL / , • Richard Hudson & Associates Title: 1605.12th Ave Suite 18 Scope• Seattle WA 98122 (, Job f 206 -324 -6160 Designer: Fax 324 -6248 Misc: ' la Date: 03/28195 Page: p .6 TILT -UP CONCRETE WALL PANEL STRIP DESIGN. GATEWAY HORTH BLDG l) 2OIIE A PANEL 113 H =27' H effec = .8H WALL DATA VERTICAL WADS LATERAL LOADS Wall Height = 21.60 ft Uniforn Dead Load - 3135.0 I Point Lateral Load = 0.0 ' Parapet Height • = 0.00 ft Uniforn Live Load = 6125.0 1 ..Height fron Base = 0.00 ft Thickness = 6.00 in Ecc. = 5.50 in (this is a Seisnic Load) Rebar Size 1 5 Uniforn Lateral Load = 66.4 plf Rebar Spacing = 6.00 in Concentric Dead Load = 7720.0 1 ,..distance to Botton - 0.00 ft Wall: ZICp - 0.225 Concentric Live Load = 0.0 1 ..distance to Top - 21.60 ft Parapet: ZICp - 0.300 (this is a Wind Load) Him. Allow Defl Ratio = 150.000 Concrete Weight = 145.000 pcf Wind Load = 14.76 psf Fixity %% Used @ Base = 0.0 % Seisnic Zone - 4 MATERIAL DATA SUMMARY f'c = 4000 psi Using: UBC Sec. 2614(i) nethod...Exact, Hon- Iterated Fy - 60000 psi - Seisnic Wind 3090 Phi - 0.90 K-n * Phi Monent Capacity = 322884.9 in- 309087.5 in-/ Min, Vert Steel %% = 0.0020 % Applied: Mu @ Mid- Height = 189092.4 in -1 236857,6 in -1 Min. Horiz Steel %% = 0.0012 % Ku @ Top of Wall = 24524.5 in -1 61344.9 in71 Max. Vertical Spacing = 18.00 in Alloy Axial Stress = 160.0 psi 160.0 psi Max. Horizontal - 18.00 in Actual Axial Stress = 129.1 psi 129.1 psi 'd' : Depth To Steel - 4.19 in Max. As %%: 0.6 * RhoBa1070171 % 0.0123 z 0.0123 Wall Weight = 72.50 psf Marinun Service Deflection = 0.849 in 1.638 in Effective Strip Width = 24.00 in Ht /Service Defl Ratio = 305 :1 158 :1 Live & Short Tern Loads Conbined Seisnic Parapet Wt Used Space bars @ base of parapet at = 18.0 in 18.0 in FACTORED WAD STRESSES SERVICE WAD DEFLECTIONS - Seisnic Wind Seisnic Wind Basic Defl. w/o P -Delta = 0.210 in 0.551 in Basic Defl. 'A /o P -Delta = 0.243 in 0,441 in Basic Mu w/o P -Delta = 45401.3 in- 1118995.3 in -1 Basic Monent w/o P-Delta = 55612,0 in-1 95179.9 in -1 Monent in Excess of Her = 189092.4 in-4236857.6 in -1 Monent in Excess of Mcr = 83547.2 in -1 126521.7 in -1 Max. Iterated Deflection = 5.556 in 5,714 in Max. Iterated Deflection = 0.849 in 1.638 in Max. Iterated Monent = 189092.4 in-1236857.6 in -1 Max. Iterated Monent = 83547.2 in-1 126521.7 in -1 WAD FACTORS USED ANALYSIS VALUES A.CI 9 -1 & 9 -2 DL = 1.40 E :57,000 *(f'c ^,5) = 3604997 psi S-gross - 144.0 in "3 ACI 9 -1 & 9 -2 LL = 1.70 n : 29,000 /Ec - 8.04 Mcr = S * Fr - 45536.8 in -1 ACI 9 -1 & 9 -2 ST - 1.70 Fr: 5 * (f'c ^.5) = 316.23 psi Rho balanced = 0.0285 .. Seisnic = ST = 1.10 Ht / Thk Ratio = 43.20 Seisnic Wind ACI 9 -2 Group Factor = 0.75 As(eff ( Pu:tot + (As *F�v)) Fy= 1.674 in' 1.588 in' ACI 9-3 Dead Load Fact = 0.90 'a' �As *Fy + Pu) /(.85 *f c *12) = 1.231 in 1.168 in ACI 9 -3 Short Tern = 1.30 'c'= a' / .85 = 1.448 in 1.374 in UBC 2625(c 4 "1.4" Factor 1.40 Monent of Inertia Modification Factor 1.00 1.00 UBC 2625(c 4 "0.9" Factor 0.90 I -gross = 432.0 inA4 432.0 inA4 I- cracked = 125.3 inA4 121.9 inA4 I- effective (ACI) = 0.0 inA4 0.0 inA4 Phi : Capacity Reduction Factor = 0.90 0.90 Mn = Xs(eff) * Fy * ( d - a/2 ) = 358761 in -1 343431 in -1 (continued on next page.... //' s'@ 6''` 6= ,F 1 ?4.4A.3 (c) 1983-94 EHERCALC Richard Hudson and Associates, KW0601345 i. Richard Hudson & Associates ....,...,..n__........ �,��., K.._....._......__... Title: ..K__....__ ......_.�.,- ._. _.._..a:....., ' 11505 12th Ave•Suite 18 r Scope Seattle WA 98122„ Joh 206- 324 -6160 Designer: Fax 324 -6248 Misc: si Date: 03128/95 Page: pzelD 1 4 TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) Z c/"-4,' .rec-- GnTEWAY NORTH BLDG AD ZONE A PARE. as I3 H =27' H effec = .8R • ( continued) ' Axial a. • 7711 ibu 1 Axial LL • 8 lbs Design fletnod: Exooc 1994 UBC 26I441> I Roof CL • 3184 Ibs 1 ROof LL •6124 Ibs 'e Roof Roc • 3 In a ry_ 3 -L 4r= — 7h1cK 4.80 In beings e s 0 4.09 In 'r= — 4 • 4400 os1 4g. 4. = Ftr ■ 60800 as1 ' — _ ° = Seismic Zone 4 , i^ = „ x Seismic Factor •0.223 , r = ^ _ E4f. Welch • 24 in g= s= 3 o= 1 e= ii 7 E2 ES • ■ • 14 1 " rllrl:cac Rich and 'ssociates, RFi060134g is .ur.itu nutusuu or NbsuClateS'.. - ...°"."".-_ _ ... raid': . 1605 12th Ave Suite 18 Scope: ' Seattle WA 98122 • 206- 324 -6160' Destbrier: Fax 324 -6248 Misc: 11, Date: 03/28/95 Page: F . s` TILT -UP CONCRETE WALL PANEL STRIP DESIGN GATEWAY NORTH BLDG TO PANEL 13 3011E B H =27' H effec = .8H . WALL DATA VERTICAL LOADS LATERAL LOADS Wall Height = 21.60 ft Uniforn Dead Load = 0.0 I Point Lateral Load = 0.0 I Parapet Height = 0.00 ft Uniforn Live Load = 0.01 ...Height fron Base = 0.00 ft Thickness - = 6.00 in Ecc. = 0.00 in this is a Seisnic Load) Rebar Size 4 5 Uniforn Lateral Load = 132.8 plf Rebar Spacing = 6.00 in Concentric Dead Load = 15107.0 4 ...distance to Botton - 0.00 ft Wall: "ICp = 0.225 Concentric Live Load ' = 0.0 I ...distance to Top = 21.60 ft Parapet: .,ICp = 0.300 (this is a Wind Load) Min. Allow Defl Ratio = 150.000 Concrete Weight = 145.000 pcf Wind Load = 14.76 psf Fixity 11 Used 0 Base = 0.01 Seisnic Zone = 4 MATERIAL DATA SMART f'c = 4000 psi Using: UDC Sec. 2614(1) nethod...Exact, Non- Iterated Fy = 60000 psi Seisnic Wind Phi = 0.90 M -n * Phi Monent Capacit1 = - 380250.E in -4 363744.4 in-4 Min. Vert Steel %A = 0.0020 % Applied: Nu @ Mid - Height = 169856.9 in -4 251629.7 in-4 Min. Horim Steel 11 = 0.0012 % Mu 0 Top of Wall = 0.0 in -4 0.0 in -4 Max. Vertical Spacing = 18.00 in Allow Axial Stress = 160.0 psi 160.0 psi Max. Horizontal - 18.00 in Actual Axial Stress = 94.8 psi 94.8 psi 'd' : Depth To Steel = 4.19 in Max. As 11: 0.6 * RhoBa104171 % 0.0123 % 0.0123 Wall Weight = 72.50 psf Marine Service Deflection = 0.221 in 1.563 in Effective Strip Width = 30.00 in Ht /Service Defl Ratio = 1174 :1 166 :1 Live & Short Tern Loads Conbined Seisnic Parapet Wt Used Space bars @ base of parapet at = 18.0 in 18.0 in FACTORED LOAD STRESSES SERVICE LOAD DEFLECTIONS Seismic Wind Seisnic Wind Basic Defl. w/o P -Delta = 0.144 in 0.544 in Basic Defl. w/o P -Delta = 0.103 in 0.427 in Basic Mu w/o P -Delta = 39956.5 in-4151458.2 in -4 Basic Moment w/o P -Delta = 28540,3 in-I 118790,8 in -4 Moment in Excess of Mcr = 169856.9 in- 4251629.7 in -4 Moment in Excess of Mcr = 58027.8 in-I 148278.2 in -4 Max. Iterated Deflection = 5.437 in 5.591 in Max. Iterated Deflection = 0.221 in 1.563 in Max. Iterated Monent = 169856.9 in- 1251629.7 in-4 Max. Iterated Nonent = 58027.8 in -4 148278.2 in -4 LOAD FACTORS USED ANALYSIS VALUES ACI 9 -1 & 9 -2 DL = 1.40 E :57 000 *(f'c ^.5) = 3604997 psi S -gross = 180.0 in'3 ACI 9 -1 & 9 -2 LL = 1.70 n : X 19,000 /Ec - 8.04 Mcr = S * Fr = 56921.0 in-4 ACI 9-1 & 9-2 ST = 1.70 Fr: 5 * (f'c ^.5) = 316.23 psi Rho balanced = 0.0285 . Seisnic = ST - 1.10 Ht / Thk Ratio = 43.20 Seisnic Wind ACI 9 -2 Group Factor = 0.75 As(eff ( Pu :tot + (As *Fy) 1 Fy= 1.948 in 1.849 in' ACI 9 -3 Dead Load Fact = 0.90 'a' �As *Fy + Pu) /(.85 *f c *12) = 1.146 in 1.087 in ACI 9-3 Short Tern = 1.30 'c'= a' / .85 = 1.348 in 1.279 in UBC 2625 c 4 "1.4" Factor 1.40 Moment of Inertia Modification Factor 1.00 1.00 UBC 2625(c)4 "0.9" Factor 0.90 I -gross = 540.0 inA4 540.0 inA4 I- cracked = 150.8 inA4 146.7 inA4 I- effective (ACI) = 0.0 inA4 0.0 inA4 0.90 0.90 Mn l As(eff)�f *RFy * (od - Facto r _ 422501 in-/ 404160 in-I (continued on next page.... x:4.4'..3 (c) 1983 -94 EIIERCALC Richard Hudson and Associates, KW0601345 • 1 t ' v. 12�chard Hudson &Associates !me: 1,605 12th Ave Suite 18 Scope: Seattle WA 98122 Job 206- 324 -6160 DeS► Fax 324 -6248 Misc: X13 Date: 03;28195 Page: TILT -UP CONCRETE WALL PANEL STRIP DESIGN (cont'd) GATEWAY IIORTB BLDG 1 PAJIEL 13 GOIIE B H =27' H effec = .8H ( continued) Axial Ct. a 15106 1bs 1 ax141 LL - 0 lbw Drslyn method: Exact 19/4 UBC 2614111 • , a • ry -Thtc* =6.00 In Urinpt 4 3 0 4.00 In {gyp A 4600 Psi Fw + 60000 owl 9 _ -' b4 Srlm+Seismic' Zone ■ 4 J r dr * ]otor B In 22 -6.D • • • g E u w g (c) 1983 -94 E1lERCALC Richard Hudson and Associates,'KF,060131 • r • TILT - :r CONCRETE WALL PANEL STRIA 'DESIGN 17(4" DESCRIPTION » BUILDING #10 GATEWAY NORTH panel #3 W/ 3/4" RUSTIFICAT » 6 /zopr WALL DATA DESIGN DATA CLEAR WALL HT. = 27 ft f'c : CONCRETE = 4,000 psi PARAPET HEIGHT = 2 ft Fy : REINF. = 60,000 psi WALL THICKNESS = 6 in PHI 0.90 REBAR SIZE # 4 SEISMIC ZONE (0= Wind)= 3 REBAR SPACING = 12 in WALL : ZICp = 0.225 DEPTH TO STEEL = 3 in PARAPET : ZICp = 0 CONCRETE WEIGHT = 145 pcf EFFECTIVE LENGTH = 36 in MAX DEFL. RATIO = 150 COMBINE LL & ST ? Y y/n MIN VERT STEEL = 0.0020 % INCLUDE PARAPET ? Y y/n MIN HORIZ STEEL = 0.0012 % Max. Vert. Spacing = 16.67 in % FIXITY @ BASE - - -> 0 % Max. Horiz.Spacing = 18.00 in (Set to 0% for UBC methods) LATERAL LOADS VERTICAL LOADS WIND LOAD = 14.6 psf ROOF /FLOOR LOADS: POINT LATERAL LOAD = 0 # DEAD LOAD = 150 lbs ...HEIGHT FROM BASE = 0 ft LIVE LOAD = 312.5 lbs ...1:Seismic,2:Wind ? 1 w/s LOAD ECC. = 6.5 in UNIFORM LATERAL LOAD ADDL. DEAD LOAD = 0 lbs PER FOOT WALL HT. = 0 plf " LIVE LOAD = 0 lbs ...HT TO TOP OF LOAD = 0 ft Note! These Vertical and Lateral ...HT TO BOTTOM " " = 0 ft loads are applied over the ...1:Seismic,2:Wind ? 2 w/s "effective length ". CHOICE OF DESIGN METHOD 1988 UBC 2614(i) : Exact, Non- Iterated Enter - -> 0 1988 UBC 2614(i) : Iterated - -> 1 ACI Method #1: Eq. 9 -7 and iterate deflections - -> 2 » 1 « " " #2: Eq. 9 -7 w/ deflection @ Mn - -> 3 Empirical Method #1: Use Icr and iterate defl. - -> 4 It " #2: Use Icr and defl. @ Mn - -> 5 DESIGN SUMMARY Seismic Wind - - -- Moment Capacity: Mn * Phi = 102,348 in-# 102,348 in# Applied Moments: Mu @ Mid- Height = 85,265 in -# 62,890 in# Mu @ Top of Wall = 3,614 in -# 4,954 in# Actual Axial Stress = 18 psi 18 psi Allow. Axial Stress = 0.04 f'c = 160 psi 160 psi Max. As %: 0.6 * RhoBal = 0.017 : vs. 0.0056 % 0.0056 % Maximum Service Deflection = 0.261 in 0.232 in Height /Service Deflection Ratio = 1,239 1,397 Maximum Bar Spacing For Parapet Mu = 16.67 in 16.67 in FACTORED LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 1.06 in 0.29 in Basic Moment w/o P -Delta = 76,859 in -# 62,203 in -# Excess over Cracking Moment = 5,653 in -# 0 in -# Maximum Deflection w /Factored Loads = 3.64 in 0.30 in Mu : Maximum Moment @ Convergence = 85,265 in -# 62,890 in -# ....Governing ACI Equation : 9 -2 9 -2 SERVICE LOAD ANALYSIS -- Seismic -- - -- Wind - -- Basic Deflection w/o P -Delta = 0.26 in 0.23 in Basic Moment w/o P -Delta = 55,016 in -# 48,873 in -# Excess over Cracking Moment = 0 in -# 0 in -# .. 1 7 !/ f( l (3ervice Maximm Deflection Loads = 0.K ,, in 0.23 in Maximum Moment @ Convergence = 55,578 in -# 49,371 in -# LOAD SUMMARY All factored load analysis is carried out twice for each ACI Equation: Eq. 9 -2: 1.4D +1.4L + 1.4E Eq. 9 -3: 0.9D +/- 1.4E Wall Weight = 72.5 psf Wl:Wall Wt * ZICp = 16.3 psf W2:Parapet Wt * ZICp = 0.0 Vertical Loads: Seismic Wind P -Axial = 154 plf Pu -Axial = 185 185 pif P -Wall = 1,124 " Pu -Wall = 1,180 1,180 " Total Service = 1,278 pif Total Fact. - 1,365 1,365 plf ANALYSIS VALUES E :57,000 *(f'c ^.5) = 3.6E +06 psi S -gross = 216.0 in ^3 n : 29,000 /Ec = 8.04 Mcr = S * Fr = 68,305 in -# Fr: 5 * (f'c ^.5) = 316.2 psi Rho balanced = 0.02850 Ht / Thk Ratio = 54.0 - -- Seismic -- - -- Wind - -- As(eff) = [ Pu:tot + (As *Fy) ] / Fy = 0.668 in "2 /ft 0.668 in "2 'a' = (As *Fy + Pu) /(.85 *f'c *12) = 0.328 in 0.328 in 'c'= 'a' / .85 = 0.385 in 0.385 in MOMENT OF INERTIA,MODIFICATION FACTOR = 1.00 1.00 I -gross = 648.0 in "4 648.0 inA4 I- cracked = 37.4 " 37.4 " I- effective (ACI) = 0.0 " 0.0 " Phi : Capacity Reduction Factor = 0.9 0.9 Mn = As(eff) * Fy * ( d - a/2 ) = 113,720 in -# 113,720 in -# DEFAULT ACI LOAD FACTORS ACI 9 -1 & 9 -2 DL = 1.40 ACI 9 -2 Group Factor = 0.75 ACI 9 -1 & 9 -2 LL = 1.70 ACI 9 -3 Dead Load Fact= 0.90 ACI 9 -1 & 9 -2 ST = 1.70 ACI 9 -3 Short Term = 1.30 .... Seismic = ST * 1.10 UBC 2625(c)4 "1.4" Factor = 1.40 UBC 2625(c)4 "0.9" Factor = 0.90 RECEIVED CITY OF TUKWILA JUN 2 6 1995 PERMIT CENTER JUL L 3 1995 ROBERT FOSSAITI ,ASSOC. 1 6/23/95 SPECIFICATIONS FOR: JAS FORWARDING GATEWAY NORTH TUKWILA, WASHINGTON OWNER: JAS FORWARDING 3225 S. 116TH ST., SUITE 177 SEATTLE, WASHINGTON 98168 ARCHITECT: DAVID KEHLE, ARCHITECT 12878 INTERURBAN AVE. SOUTH SEATTLE, WASHINGTON 98168 STRUCTURAL ENGINEERS: RICHARD HUDSON & ASSOCIATES, INC. 1605 12TH AVE., SUITE 18 SEATTLE, WASHINGTON 98122 CIVIL ENGINEERS: CIT O BARGHAUSEN CONSULTING ENGINEERS, INC. AUG 0 915'1 18215 72ND AVE . SOUTH PERMIT CENTER KENT, WASHINGTON 98032 \ 1 RECEIVED BILE COPY CITY OF TUKWILA I undid that the Plan Check Approvals ero JUN 2 6 1995 subject to errors and omissions and approval of pions does not audio** Ye violation of any PERMIT CENTER adopted code or WWI& Rooslpt of contractor's MI of OM 41111ftsiedged. ByL ((if,. 1 IIIIINIMMOMMY Date ; • I car - i re Permit No. 4 0 • JAS FORWARDING TABLE OF CONTENTS SEATTLE, WASHINGTON NUMBER TITLE DIVISION 1 GENERAL SECTION 1A MISCELLANEOUS REQUIREMENTS SECTION 1B INSPECTIONS AND TESTS SECTION 1C TEMPORARY CONSTRUCTION FACILITIES DIVISION 2 SITEWORK SECTION 2A -A COORDINATION SECTION 2A -B APPLICABLE CODES & STANDARDS SECTION 2A -C PROJECT RECORD DOCUMENTS SECTION 2B -A CLEARING AND GRUBBING SECTION 2B -B EXCAVATING SECTION 2B -C FILL AND COMPACTION SECTION 2B -D LANDSCAPING BERMS AND AREAS SECTION 2B -E GRADING SECTION 2B -F UTILITIES SECTION 02750 IRRIGATION SECTION 02800 LANDSCAPE DIVISION 3 CONCRETE SECTION 3A CAST IN PLACE CONCRETE SECTION 3B CONCRETE REINFORCING STEEL DIVISION 4 NO WORK REQUIRED DIVISION 5 METALS (STRUCTURAL AND MISC.) DIVISION 6 WOOD AND PLASTIC DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 7A INSULATION SECTION 7B BUILT -UP ROOFING SECTION 7C CAULKING AND WATERPROOFING SECTION 7D FLASHING AND BIRD SCREENS SECTION 7E ROOFING ACCESSORIES DIVISION 8 DOORS, WINDOWS, GLASS & HARDWARE SECTION 8A HOLLOW METAL SECTION 8B OVERHEAD DOORS SECTION 8C STOREFRONT DOORS SECTION 8D WOOD DOORS /JAMBS SECTION 8E FINISH HARDWARE SECTION 8F GLASS AND GLAZING SECTION 8G ALUMINUM STOREFRONT DIVISION 9 FINISHES SECTION 9A GYPSUM WALLBOARD SECTION 9B PAINTING SPECIFICATION - EXTERIOR SECTION 9C DRYVIT STUCCO /PLASTERINGS DIVISION 10 MISC. REQUIREMENTS DIVISION 11 EQUIPMENT (NO WORK REQUIRED) DIVISION 12 FURNISHING (NO WORK REQUIRED) DIVISION 13 SPECIAL CONSTRUCTION (NO WORK REQUIRED) DIVISION 14 CONVEYING SYSTEMS (NO WORK REQUIRED) DIVISION 15 MECHANICAL DIVISION 16 ELECTRICAL DIVISION 17 SPRINKLER • SECTION 1A MISC. REQUIREMENTS 1. Guarantees Without cost to the Owner, correct all defects and failures within one (1) year from date of substantial completion or longer per each manufacturers guarantee unless conditions are due to neglect or carelessness of the Owner. 2. Maintenance Instructions The Contractor shall furnish to the Owner, all manuals for instructions of proper care of materials and equipment. 3. As -Built Drawings The Contractor shall provide location drawings to the Owner, of all underground utilities and concealed work as installed on the project on reproducible drawings. 4. Cleaning After substantial completion, the Contractor shall clean, dust, and wax, etc. all interior finishes that require the same. Remove all construction debris and refuse from site. SECTION 1B INSPECTION AND TESTS 1. The Contractor shall provide and pay for all inspections and tests as required by local authority. Notify Building Officials at least 24 hours in advance. 2. Tests will be made by a testing engineering firm or laboratory mutually selected by the Owner and Contractor. Cost of concrete tests shall be paid for by the Contractor. Cost of soils tests shall be paid for by the Contractor. 3. The Contractor shall furnish all samples of materials required to the testing engineer or laboratory in timely manner. Copies of all test reports shall be furnished to Contractor, Engineer, City, Architect, and Owner. SECTION 1C TEMPORARY CONSTRUCTION FACILITIES The General Contractor shall provide weathertight field office, provide and pay for temporary water and power and phone, temporary heat in building to maintain temperatures for work of various trades, drinking water, temporary toilets, temporary enclosures for openings as required, and barricades and fences for safeguards to protect public and as may be required by codes and law enforcement. Keep abutting streets, driveways and parking lots open to traffic and free of dirt and debris. Any drainage and pumping necessary to remove surface or sub - surface water or other fluids shall be the responsibility of the General Contractor. DIVISION 2 SITE WORK SECTION 2A -A COORDINATION 1. To enable orderly progress of the work, prevent duplication of effort and ensure proper sequence of operations. Contractor shall coordinate the efforts of all suppliers, subcontractors and inspectors as required. 2. Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications, as well as the physical conditions of the site. Notify A/E of discrepancies prior to start of work. Contractor will have the building corners and property lines staked by a licensed surveyor and floor elevations (benchmarks). Contractor shall be responsible to maintain benchmarks and layouts of building and site. 3. Drawings are generally diagrammatic, unless specifically dimensioned, the locations and the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of Contractor to coordinate work of his subcontractors. To this end, Contractor shall require that various subcontractors carefully examine and familiarize themselves with the drawings, and any other drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic nature of the drawings and the job conditions will not always permit installation in the location shown. When this situation occurs, it shall be brought to the A /E's attention immediately and the relocation determined in a joint conference. The Contractor shall be held responsible for relocating items without first obtaining the A /E's approval. He shall remove and relocate such items at his own expense if so directed by the A /E. 4. Contractor to arrange and coordinate all inspections. SECTION 2A -B APPLICABLE CODES AND STANDARDS 1. All work shall be in conformance with all Federal, State and local codes, including Latest Standard Specification for Road, Bridge and Municipal Construction. All references to codes, sections and on the drawings shall mean, and are intended to be, the latest edition, amendment, and /or revision of such reference standard in effect as of the date of these Contract Documents. � 2 . tt . z SECTION 2A -C PROJECT RECORD DOCUMENTS 1. Throughout progress of the work of this Contract, maintain an accurate record of all changes in the Contract Documents. 2. Upon completion of the work of this Contract, transfer the recorded changes to a set of Record Documents. (See also 1A -3). SECTION 2B -A CLEARING AND GRUBBING 1. Strip and remove the surface layer of dirt with roots and any organic material. Remove from site or use as fill in landscape berms. 2. Demolition: Remove all existing paving and concrete in areas shown to receive walkways, driveways, paving, and buildings. Remove concrete barracades from site. ti 3. Grubbing: Grub out all stumps and roots larger than 1 -1/2" in diameter. Remove all scrap metal and all foreign materials. 4. Disposal: Dispose of cleared and demolished material offsite in a manner acceptable to local jurisdictions. j SECTION 2B -B EXCAVATING I j 1. Excavate for pavings, and other improvements to sizes and levels shown or required. Allow for form clearance and for proper compaction of required backfilling material. 2. All soft, wet soil, or soil of unusual condition shall be excavated to firm, natural, undisturbed soil, and backfilled with specified fill materials. 1 SECTION 2B -C FILL AND COMPACTION AS DIRECTED BY SOILS ENGINEER 1. Soils Engineer or Independent Testing Laboratory will be retained by the Owner (at Owners expense) to observe performance of work in connection with excavating, trenching, filling, backfilling, and grading. 2. Adjustment of Work: Readjust all work performed that does not meet technical or design requirements, but make no deviations from the Contract Documents without specified written approval from the A /E. { SECTION 2B -D LANDSCAPE BERMS AND AREAS: General Contractor shall provide necessary fill to create bermed areas against building and at edge of roadways to match building 5 & 6. General Contractor shall also provide minimum 4" of top soil for landscaping areas. Landscape and irrigation will be done by the Contractor and the drawings and specifications are attached. SECTION 2B -E GRADING 1. Building pad has been filled to approximate elevations shown and was crowned to drain. Finished floor elevations are shown on the civil drawings and shall be constructed to same. Bring in structural fill as required to achieve sub - grade, and compact to 95% modified proctor. 2. The site grades have not been verified and it is the responsibility of the General Contractors to ascertain the elevations and determine the amount of additional fill or export which may be required. Verify with Owner prior to any removal of existing material. SECTION 2B -F UTILITIES (REFER TO BARGHAUSEN CONSULTING ENGINEERS DRAWINGS) The General Contractor shall extend all utilities from the present stubbed -off locations to the building service utilities for a complete and operating facility. Examine the site and note all conditions effecting the work. 1. Sanitary Sewer: Existing 6" diameter PVC line is stubbed onto site area just beyond paving. Elevation is +/- 12.56. Install new sanitary sewer clean out and extend to building as shown. 2. Storm Sewer: Existing storm sewer stub is installed. Tie roof drain leaders and footing drain lines into the storm system. Surface drainage system must be installed as shown on civil drawings. 3. Water: Extend water mains and set fire hydrants and sprinkler service as shown. Domestic and irrigation lines are stubbed adjacent to site as shown. Have meters installed in existing meter bases at entrance to the site. Verify with serving utility and match existing. 4. Gas: Extend to building stub -up locations. 5. Electrical: Install transformer pad and arrange for transformer and service as required. 6. Telephone: Extend into building (verify with telephone company). GATEWAY NORTH - BUILDING #10 SECTION 02800 TUKWILA, WASHINGTON LANDSCAPE RECEIVED PART 1 GENERAL CITY OF TUKWILA JUN 291995 1.01 SCOPE OF WORK PERMIT CENTER A.. Furnish all labor, materials, equipment and related items necessary to complete the work shown on the Drawings and /or Specifications. The items of work to be performed include but are not limited to: 1. Topsoil placement, treatment of subgrades and finish grading. 2. Installation of specified plant materials, sod lawn and hydrosceding. 3. Installation of mulch, fertilizer, amendments, and staking 4. Guarantee, maintenance and protection. 5, All other related items required to complete the work in the best accepted trade practices, 1.02 DEFINITION OF TERMS A. The term "Contractor" as used in this Specification section shall refer to the Landscape Contractor. B. The term "General Contractor" as used in this Specification section shall refer to the SGA Corporation. 1.03 PROTECTION OF WORK, PROPERTY, UTILITIES AND PERSONS A, Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs, paved surfaces, and all survey markers and monuments from damages incurred arising from this Contract. The Contractor shall pay for repairs associated with any such damage at no additional cost to the Owner. B. Verify locations of all underground utilities prior to commencement of work. Existing known utilities have been shown on ArchitecturaVEngineering or Survey Drawings. The Contractor shall be responsible for the protection of said utilities. Promptly notify the General Contractor of any conflict between proposed work and obstruction(s). 1.04 CLEANUP • A. All paved surfaces and planted areas shall be kept clean of soil and debris on a daily basis, B. Contractor shall be responsible for cleaning all paved surfaces affected by landscape work prior to final acceptance. 1.05 MAINTENANCE A. Provide landscape maintenance beginning at the first installation of plant material and continuing for 30 days beyond the final acceptance of the landscape and irrigation 1 GATEWAY NORTH - BUILDING #10 SECTION 02800 . TUKWILA. WASHINGTON LANDSCAPE 1 installation; including watering, mowing, weeding, spraying, fertilizing, resetting of plants, removal of dead or damaged plants, replanting and adjustment of staking. B, Submit a one year maintenance proposal with the construction bid. Identify maintenance price scprately from construction price. 1.06 GUARANTEE AND REPLACEMENT A, All materials and workmanship shall be guaranteed for a period of one year. Guarantee period shall commence at the time of final acceptance. All contract work must be 100% complete and approved of by the Owner's Representative prior to commencement of the 1 guarantee period. B. Regrade and add topsoil as required to any finished landscape grades which have settled or become uneven during the guarantee period. Immediately remove and replace any dead, damaged, diseased, dying or missing plant materials at no cost to the Owner during the guarantee period. Replacement plants shall be as specified and guaranteed until completion of the guarantee period. if immediate replacement of materials is not possible due to reasons approved of by the Owner, backfill pits with topsoil to meet finish grades until replacement planting. Contractor shall perform guarantee inspections ? a minimum of once a month during the guarantee period. Furnish the Owner with monthly written documentation of all materials removed and replaced, and their locations. C. Plant material which settles or shifts from an upright position during the guarantee period shall be immediately repositioned or replanted as required, D. Guarantee does not apply to plant materials or other work damaged or destroyed by vandalism, vehicular damage (other than Contractor's vehicles), or substandard maintenance practices (if provided by others) during the guarantee period. Owner shall be given 30 days written notice by Contractor to rectify substandard maintenance prior to the Contractor rejecting guarantee claims. 1.07 PERMITS, CODES AND ORDINANCES A. Obtain and pay for all necessary permits and fees as required by applicable codes and ordinances for this work. B. Comply with all applicable codes, regulations and ordinances which pertain to this work. 1.08 SUBSTITUTIONS A. No materials substitutions shall be made without the written approval of the Owner's Representative. 1.09 PLANT PROCUREMENT A. Within 30 days of award of subcontract, submit documentation to the Owner's Representative that all specified plant materials have been ordered and secured. List 2 GATEWAY NORTH - BUILDING #10 SECTION 02800 , , TUKWILA. WASHINGTON LANDSCAPE supplier names, addresses, phone numbers and the storage/ growing location of the materials. 1.10 PLANT MATERIAL INSPECTION A.' All material must be inspected by the Owner's Representative prior to planting. Trees must be untied and seperated for inspections. Owner's Representative reserves the right to refuse any /all plant material which does not meet the requirements of the Drawings and Specifications at any time prior to final acceptance. Remove rejected plant material immediately from the site. 1.11 LAYOUT • A. Contractor shall verify the location of all elements of the landscape installation prior to installation. Owner's Representative shall reserve the right to adjust the locations of landscape elements during the installation period as appropriate to the job. 1.12 CHANGE ORDERS A. The Contractor shall do no work requiring extra compensation without approval of the General Contractor. 1.13 RECORD DRAWINGS A. Prior to the final acceptance of work, the Contractor shall provide the Owner's Representative with a set of clearly marked, accurate, reproducible mylar drawings showing the actual location of all landscape items. Contractor shall keep a set of prints on the job site for "red- lining" record information and shall update said information on a daily basis, PART 2 PRODUCTS 2,01 TOPSOIL A. Topsoil shall be a two -way mix consisting of two - thirds (2/3) sandy loam and one -third (1/3) composted organic matter by volume thoroughly mixed. Two -way topsoil shall have a pH range of 5.5 -7.0 with dolomitic limestone added as necessary to attain this range. The topsoil shall be free of all noxious weeds, grasses, seeds or other material which inhibits plant growth or is objectionable in appearance. B. Soil shall meet the following mechanical analysis: Sieve size Percent passing sieve 25.4 mm (1 ") 95 -100 9.51 mm (3/8 ") 85 -100 53 micron (270) 10 -30 3 • • GATEWAY NORTH - BUILDING #10 SECTION 02800 TUKWILA. WASHINGTON LANDSCAPE 2.02 MULCH A. Mulch shall consist of fine ground (3/4" minus) Fir or Hemlock bark supplied from a fresh water mill. Mulch shall be uniform in color and free from weeds, sawdust, seeds and splinters. • 2,03 FERTILIZER A. Fertilizer "A" shall be 10 -20 -20 analysis in granular form. Fifty (50) percent of the nitrogen shall be derived from Nitroform "Blue Chip ". Potash to be derived from sulphate of potash. Retain all empty labeled containers as evidence of installation. B. Agriform tablets shall be 21 gram size, 20 -10 -5 analysis as manufactured by Agriform International Chemicals, Inc. or approved equal. Retain all empty labeled containers as evidence of installation. 2.04 LIME A. Lime shall be fine ground dolomite limestone with 100% passing a #20 sieve or pellet form material. 2.05 GYPSUM A. Gypsum shall be agricultural grade with 100% passing a #20 sieve. 2.06 TREE STAKING MATERIALS A. As shown on drawings. 2.07 PLANT MATERIALS A. Plant materials shall be nursery grown, vigorous, normally shaped, well- branched, and fully foliaged when in leaf; and free of weeds, disease an insects (live, eggs or larvae). Standard for grading shall be American Standard for Nursery Stock, current edition. Standards for nomenclature shall be Sunset New Western Garden Book, current edition, and HortusThird, current edition. B. Trees shall have uniform branching, straight trunks and the central leader intact and undamaged. Ball and burlap stock shall have been root pruned at least once in the last three years. Container stock shall be fully rooted but not root bound. Plant material with damaged root zones or broken root balls will not be accepted. C. Plant material with damaged root zones or broken root balls will not be accepted. D. Actual plant quantities shown on the Drawings shall prevail over quantities shown on Plant Schedule in the event of discrepancy. Determine ground cover quantities based on triangular spacing and square footage. Provide continuous ground cover installation under tree and shrub symbols indicated on the Drawings. 4 GATEWAY NORTH - BUILDING #I0 SECTION 02800 ; . TUKWILA, WASHINGTON LANDSCAPE E. No plant size /variety substitutions shall be made without the written approval of the Owner's Representative and The City of Tukwila Planning Department. 2.08 SOD LAWN A.' Sod to be "Signature" All -Rye mix as supplied by J B Instant Lawn Inc. B. Sod shall be premium quality, uniform green color, free of all weeds, pests, Poa annua and disease. Sod shall be a minimum of (12) months old, but not more than (30) months old, and shall be delivered to the project site within (24) hours of cutting. 109 HYDROSEEDING A. Hydroseed shall be a Erosion Control Mix consisting of the following mix: Chewings Fescue - 43% Perennial Ryegrass - 40% Annual Ryegrass - 10% White Dutchclover - 5% Western Washington Wildflower Mix - 2% B. Hydromulch shall consist of wood cellulose fiber dyed green. C. Tactifier shall be J -Tac or approved equal. PART 3 EXECUTION 3.01 GENERAL A. Contractor shall verify field conditions and necessary preceding work as satisfactory to receive work of this section. Commencement of work constitutes acceptance of conditions by Contractor as satisfactory. 3.02 LANDSCAPE GRADING AND SOIL PREPARATION A. COORDINATION AND RESPONSIBILITY The General Contractor shall provide the Contractor with subgrades approved of by the Owner's Representative prior to the commencement of landscape work. Subgrades shall be set at 6" below finish elevations except hydroseed areas which are to be set at finish grade. Tolerance for subgrades shall be a maximum of +1- 1/10 of a foot. It shall be the responsibility of the Contractor to define with the General Contractor the parameters of the subgrade work to be provided prior to bid submittal. B. PREPARATION OF SUBGRADES 1. Thoroughly scarify and rip the subgrade for all on -grade new landscape areas to a depth of 12" in perpendicular directions. Areas inaccessible to mechanized 5 • GATEWAY NORTH - BUILDING #10 SECTION 02800 t{ TUKWILA, WASHINGTON LANDSCAPE equipment shall be scarified by hand tools. Remove all soil lumps, rocks and /or debris larger than 2" prior to placement of specified topsoil and amendments. C, PLACEMENT AND TREATMENT OF TOPSOIL • 1. Place a 6" lift of topsoil over all new landscape areas except areas to receive Erosion Control Hydrosecd. Apply 200 pounds of gypsum per 1000 square feet of area over the scarified subgrade. Thoroughly rototill the topsoil and amendments into the top 6" of subgrade for a total ammended depth of 12 ". Place additional topsoil as required to meet finish elevations, Owner's Representative to review scarified subgrades, initial topsoil /amendment placement and rototilling, and final topsoil/ ammendment placement and rototilling. D. FINISH GRADING 1. Finish elevation shall be defined as 2" below curbs, walks and/or other adjacent hardscape for all on -grade planting beds. Finish elevation refers to grades prior to installation of mulch, Finish grading shall be approved of by the Owner's Representative. 2. Remove all rock and debris larger than 3/4 ". Lightly compact with a roller then add additional topsoil if required to meet finish elevations. All new grades shall produce positive drainage and shall blend naturally with the existing grades. 3.03 FERTILIZER APPLICATION A. LAWN AREAS Prior to sodding apply 20 pounds of Fertilizer "A" and 50 pounds of lime per 1000 square feet of planting bed area as a top dressing, 13. PLANTING BEDS Prior to planting apply 15 pounds of Fertilizer "A" per 1000 square feet of planting bed area as a top dressing. • C. TREES AND SHRUBS Apply 2 Agriform tablets to each shrub planting pit and 4 Agriform tablets each tree planting pit during installation of plant material. 3.04 STAKING AND LAYOUT A. Stake the proposed location of all trees and shrubs with an approved coding system. For large groupings of a single species of shrub. Contractor may stake the boundaries. Stake the boundaries of ground cover beds. B. No plant material shall be installed prior to the verification and approval of staking /layout by the Owner's Representative. 6 • GATEWAY NORTH - BUILDING #10 SECTION 02800 ( • TUKWILA, WASHINGTON LANDSCAPE 3.05 PLANT MATERIAL INSTALLATION • A. Protect plant materials stored on site from weather damage, construction activity and the public. Balled and burlap material which cannot be installed immediately shall be "heeled in ". Rootballs shall be protected by covering with moist soil. mulch or sawdust. Water as required to keep rootballs moist. B. Trees, shrubs and ground cover shall be planted per the planting details on the Drawings. Prune any broken roots with a sharp instrument and thoroughly soak root balls prior to installation. Roughly scarify sides of planting pits. Install plant material high enough above finish elevation to allow for settlement and bark mulch. Water plant pits thoroughly midway through backfilling and add Agriform tablets. Water again upon completion of backfilling. Finish elevation, upon completion of planting, shall afford positive drainage away from the crown. Plant material which settles or shifts from an upright position during the construction period shall be repositioned or replanted as required. C. Stake all trees per the planting notes and details on the Drawings. Contractor shall remove all takes at the end of the one year guarantee period. 3.06 MULCH INSTALLATION A. Apply 2" of specified mulch to all planting beds and tree wells upon completion of each planting area. 3.07 EROSION CONTROL HYDROSEEDING A. Use equipment which maintains continuous agitation of water slurry, keeping additives mixed and suspended homogeneously until pumped from tank. B. Apply seed at the rate of 4 lbs. per 1000 square feet. Apply 10 -20 -20 fertilizer at the rate of 7 lbs, per 1000 square feet of seeded area. Apply hydromulch at the rate of 40 lbs, per 1000 square feet of seeded arca. Apply binding agent at the rate of 1 lbs, per 1000 square feet of seeded arca. C. Promptly re -seed any areas which do not germinate within 14 days. 3.08 FINAL ACCEPTANCE A. Final acceptance of the landscape work in this section shall be made by the Owner's Representative after an inspection to determine 100 percent completion of the Contract work and all punch list items. The date of final acceptance shall constitute the beginning of the one year guarantee period and the beginning of the 30 day required maintenance period. 7 • DIVISION 3 CONCRETE SECTION 3A CAST IN PLACE CONCRETE 1. Concrete Strengths: (See Structural Notes) f'c = 3000 psi exterior slabs, floor slabs f'c = 2500 psi footings f'c = 3000 psi precast panels - patch all pick points inside and out. 2. .Qpncrete Work: Refer to the structural notes for additional criteria. Contractor shall notify Architect and Building Inspector at least 48 hours prior to an intended pour. Where there is any question as to the quality of the concrete, in the structure, the Architect may require laboratory tests or other load tests for that portion of the structure in question. Cement shall be Portland Cement conforming to ASTM C150. Aggregate shall conform to ASTM C33. Admixture shall be Master Builders Possolith. curing compound shall be Burke. Water shall be potable and free from substances that may be deleterious to concrete or reinforcement. Ready -mix concrete shall be used exclusively, furnished by an established supplier. Concrete shall be conveyed and placed in a manner to incure no separation, segregation, or intrusion of foreign matter. All concrete shall be thoroughly compacted by means of mechanical vibrators. Concrete slabs shall be finished to produce a smooth hard surface tolerance not to exceed 1/8 inch in 10 ft. Curing compound shall be sprayea on using one gallon per 300 square feet to surface area. 3. Testing All tests shall be performed as required by the Building Department. The Contractor shall provide concrete cylinders and shall pay for testing. Submit copies of Test Reports to the Architect and Building Department. Minimum testing; 3 cylinders per pour for tilt -up walls to Building Department, footings and slab to Architect. 4. Finishing a. Floor: Contractor to provide, and install North Coast or Burke or approved on all floor areas, 1 coat, after floor has been completely swept clean and washed. (Avoid at office areas). b. This Contractor to verify compatability of sealers with bond breakers (no so silicate or parafin base). SECTION 3B CONCRETE REINFORCING STEEL • 1. Steel Grades a. Slab dowels and welded bars - grade 40. b. All other reinforcing steel - grade 60 - ASTM A615 -6B. 2. Steel General Reinforcement shall be unpainted, uncoated, free from rust or loose scale. Place reinforcement accurately and secure rigidly. Tying shall be done with 16 gauge annealed wire. Detail all steel in accordance with the "ACI Manual of Standard Practice of Detailing Reinforced Concrete Structures ". • • • • DIVISION 4 NSONRY No work required • • • DIVISION 5 METALS (STRUCTURAL AND MISC.) 1. General Submit complete shop drawings to the Architect and Building Department, prior to fabrication. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch connections, grinding exposed welds smooth. Provide holes and connections for work of other trades. Detail for ample strength and stiffness, conceal wherever possible. Galvanizing shall be hot -dip zinc- coating, per ASTM Al23, applied after fabrication but before installation. For additional information, refer to structural notes. 2. Grades of Metals a. pipe & tube columns conform to ASTM A500 (fy = 46000 psi) b. miscellaneous steel conform to ASTM A36 (fy = 36000 psi) • c. misc. steel hangers Simpson d. machine bolts conform to ASTM A307 3. Miscellane Metal Speci alities a. metal angles: provide and install 3x3 door sill and side jamb angles with Nelson studs at 24" o.c. galvanize. b. metal ladder to roof hatch, steel side plates, steel rungs at 12" o.c., attached at floor, hatch, and mid span. c. pipe bollards: provide at any transformer, gas meter or other utility which could be subject to damage by trucks, galvanized 6" diameter concrete filled with 3' above grade and 2' below grade. DIVISION 6 CARPENTRY 1. General All materials to be stamped with grade and trademark, and protect from the weather. All wood framing in contact with concrete to be given heavy coat of wood preservatives. All framing material to be "Kiln- Dried ". 2. Framing (Alternate Steel Studs) Stud walls to be 2x4 or 2x6 as indicated on drawings. All framing material to be "Kiln- Dried ". Provide blocking as required by code and as required for all equipment and wall finishes. (Verify with Architect). (Metal framing maybe used as shown and with Architect approval). 3. Rough Carpentry Provide all rough carpentry, sheathing, furring, blocking, roof framing, mechanical unit supports, roof cants, and similar work necessary to complete the project. Install all rough hardware and misc. items. 4. Materials (See Structural Notes) Framing Lumber: 2x4 stiffners D.F. #2 or H.F. #2 4x14 rough sawn D.F. Dense #1 Lumber not noted D.F. #2 or better Plywood: • Roof Sheating 5/8" Ext. grade plywood. All lumber grades shall conform to "WPG Grading Rules For Western Lumber" - 1977 Edition. All plywood shall conform to U.S. Product Standard PS - 1 -66. 5. Glu- Laminated Beamg. All G.L.B. to be fabricated by approved fabricators. Furnish AITC certificate. Use water - resistant casein type glue with mold inhibitor. Douglas -Fir West Coast species combination 24f. No field laminating will be permitted. Protect members during transit and installation. Provide shop drawings. • DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 7A INSULAT ON Contractor to provide and install in the following are all installed in accordance with manufacturer's recommendations. 1. Bxterior 'R-10 a. Perimeter slab insulation: -R-8 - water resistant at office areas only. 2. &oof ✓,a a. � �3 fire retardent FS25 finish fiberglass batt with continuous FS25 facing on bottom (white), WMP1O by Lamtec Corp. SECTION 7B QUILT -UP ROOFING 1. Furnish and install smooth surface fiberglass 0C3INC up to 6" per foot slope Class B bondable roofing system as manufactured by Owens - Corning. 2. Submittal Roofing assembly breakdown should include particular manufacturers installation requirements regarding materials and methods of applying. Submit to Architect prior to installation. 3. Roof Deck Acceptance Do not start roofing until Architect or engineer has inspected diaphram nailing. Roof deck must be dry and ready to receive roofing. Once roofing contractor accepts the deck, he is responsible for the performance of the roofing assembly. Roofing contractor to inspect roof and make necessary corrections prior to starting the installation. Check roof slope and lay felts in direction required for drainage. 4. Guarantee Roofing contractor to provide roofing guarantee to two (2) years. SECTION 7C CAULKING AND WATERPROOFING The Contractor to provide and install the following per manufacturers recommendations. 1. Waterproofing a. Asphalt emulsion waterproofing where steel in contact with concrete and /or dirt and for separating dissimiliar metals. b. Fibrated asphalt waterproofing on concrete at landscape berms. Guarantee watertightness for 2. years. 2. Caulking a. Tilt -up joints: foam baker rod sized to fill joint, silicone based caulking over baker rod compatible for painting. b. Window to concrete, wood, etc. - - - silicone based caulking, paintable clear at skylights. All caulking to be premium grade, GE, Sika, or approved. SECTION 7D FLASHING AND BIRD SCREENS All flashing shall extend above the level of the finished roof minimum 6" and shall be fabricated of 24 gauge galvanized steel. Overflow scuppers shall be fabricated as above and located as shown on the drawings. Fabrication to be from field dimensions, install flashing over roof curbs and supports. Downspouts, see plan for location, shall be either pre - finished galvanized steel or painted PVC. SECTION 7E ROOFING ACCESSORI S 1. Skvliaht Contractor to provide and install 4'x 8' smoke vent /skylight with translucent acrylic single dome with aluminum curb. Model Horizonlite as manufactured by O'Keeffee's Inc. UL or FM approval required as well as Building Department. 2. Roof Hatch and Ladder Contractor to provide and install a Type S 2' -6" x 3' -0" roof hatch for steel ladder access with no outside handle as manufactured by the Bilco Co. or equal. Contractor to provide and install an all steel ladder to fit roof hatch. • DIVISION 8 DOORS. WINDOWS, GLASS, AND HARDWARE SECTION 8A J-IOLLOW METAL Contractor to furnish and install hollow metal doors and metal frames. Metal doors shall be manufactured by "Fenstra" or approved. Door panels shall be 18 gauge, 1-3/4" thick, 1/8" clearance at top and sides, bevel on lock stiles. Steel reinforcing at all points where hardware is to be installed. See drawings for rating of doors and windows. Hollow metal frames shall be 16 gauge. All frames shall have three adjustable anchors at each jamb, and three silencers on latch side of jamb. SECTION 8B OVERHEAD DOORS Contractor to provide and install high lift manual operating overhead doors with heavy duty track and hardware and neoprene door bottom as manufactured by Overhead Door Co. or equal. Provide weatherstrip at head, jambs and at bottom. SECTION 8C STOREFRONT DOORS Contractor to provide and install bronze aluminum door, offset pivot with surface mtd. overhead closer and interior aluminum stops and threshold. Push /Pull style Tice 1 1/4" stainless steel with door as manufactured by Royco Co. or approved. Weatherstrip all surfaces. SECTION 8D WOOD DOORS /JAMBS Contractor to provide and install solid core wood doors, oak veneer, ready for stain, and solid wood jambs (clear oak). SECTION 8E FINISH HARDWARE The Contractor to: 1. Provide all finish hardware to complete work, in accordance with drawings and specifications. The Contractor shall be responsible for proper operation and fitting of hardware in locations specified. The Contractor shall adequately store all finish hardware until installation is made. Exposed surface of hardware shall be covered and well protected during installation, so as to avoid damage to finishes. 2. Upon being awarded the finish hardware contract, the Hardware Supplier shall immediately prepare and submit to the Architect, in triplicate a complete schedule of Finish Hardware required herein. 1 • Manufacturers Butts McKinney Ball bearing Locks Corbin Full Mortise -Lever Handle (9500 series) w/779L2 curl. Push /Pulls Tice (offset wire pull, straight push). Stops Cipco wall 331,•floor 306X, exterior • doors 340X Thresholds Pempko Cylinders Schlage (furnish construction cores and replace at completion of project) (removable cores for Owners keying) Closers Surface closure manufactured by Liberty Hardware or equal Lockguards & Drip Caps No other hardware substitutions will be permitted unless approved by the Architect. 1 J eying Replace construction cylinders with finish cylinders. Provide 2 keys for each lock. All locks to be Master -Keyed and keyed different. (Keying schedule must be approved by the Owner and Architect). Finish Finish of all hardware shall be US 10B (cylinder faces to match hardware). Hardware Types Type A - Storefront 1 surface closer 1 threshold by door mfg. 1 weatherstrip by door mfg. 1 cylinder with interior thumbturn 1 push /pull bar (Tice) Type B - Exterior Mandoors 1 -1/2 pr. butts 4 -1/2 x 4 -1/2 with non - removable pins 1 lockset (with removable cores for owners keying) lever handle 1 threshold 1 weatherstrip 1 wall stop 1 drip cap 1 lock guard 1 door bottom Type C - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" 1 lockset 1 silencers 1 wall stop Tvbe D - Interior Doors • . 2 pair butts - 4 -1/2" x 4 -1/2" 1 latchset 1 silencers 1 wall stop Type E - Interior Doors - rated 2 pair butts - 4 -1/2" x 4 -1/2" 1 lockset (latchset) - (see door schedule) 1 closer 1 threshold J� 1 smoke gaskets 1 wall stop Type D - Interior Doors. 2 pair butts - 4 -1/2" x 4 -1/2" (1 hinge closer) 1 privacy lock 1 silencers 1 wall stop poor Signs: laminated plastic, blue & white with suede finish: 1 men (with handicap symbol) 1 women (with handicap symbol) 1 men 1 women 1 "this door for loading only - not an operable door" SECTION 8F GLASS AND GLAZING (Match existing building 5 & 6) Furnish and install all glass and glazing as shown on drawings and as required to complete project as specified herein. 1. Materials: a. Storefront: 1" insulated glass with grey light 14 as manufactured by LOF or equal. 1" overall thickness, constructed of two lights, 1/4" grey light 14 outside, 3/16" clear inside glass with 1/2" air space. b. Storefront door: Manufactured by Royco glass and aluminum 2. Tempering: providing tempered glass as required by code. 3. Clean -up: Clean excess putty or compound from glass and surrounding work and clean and polish all glass. SECTION 8G ALUMINUM STOREFRONT (Match existing building 5 & 6) Provide and install 2" x 4 -1/2" bronze aluminum storefront type windows fixed as shown on drawings. Submit shop drawings for Y, approval. Royco glass and aluminum. SECTION 9 FINISHES SECTION 9A GYPSUM WALLBOARD The Contractor is to furnish and install all gypsum wallboard as indicated on the drawings and as specified herein, in accordance with Standard Practices and as set forth in the "Architectural Specification Manual - painting, wall covering and gypsum wallboard finishing ". 1. Materials: a. Wallboard shall be 5/8" thick in all areas. Waterproof behind plumbing fixtures, and 5/8" UL Type "X" at fire wall. Use USG first coat finish on all drywall. 2. Application: a. Board shall be applied using the double nailing method. Back block all edge joints. Provide casing bead at all edges where exposed or in contact with door frames and finish flush. b. Apply additional coats of spackle if necesary to establish a true plane. All finished work must be without waves or irregularities and ready for painting. c. Metal edge and corner beads at all outside corners, etc. Finish flush with spackling. SECTION 9B - PAINTING SPECIFICATION - EXTERIOR Scope: The Contractor is to furnish all labor, materials and equipment necessary for the painting finishing as indicated on the drawings and specifications in accordance with the manufacturer's recommendations and the "Architectural Specifications Manual" by Painting and Decorating Contractor of America. Submittals: Submit sample brush outs of each color (3 sets) on approximately 8 -1/2 x 11 size for initial approval. Upon those approvals, prepare samples of selected colors on the final surfaces - minimum 10' wide x full height of exterior panels, minimum 12" x 12" on other surfaces. (Match existing building 5 & 6). Ouality Assurance Employ only qualified personnel, journeyman, with any apprentices working under direct supervision of a journeyman. Maintain a full, competent crew. Except as otherwise scheduled, use only approved products listed in referenced manual. Do not substitute without owner's written approval. All work to be "premium grade" unless otherwise indicated. Guarantee: Guarantee work in this Section against ordinary wear and usage for two years from date of substantial completion of the work. Warrant work to be in accordance with specifications, standards and requirements incorporated in referenced manual. Examination: Verify installation conditions as satisfactory to receive work. Notify general contractor of any unsatisfactory condition. Beginning work constitutes your acceptance of surfaces and conditions as satisfactory. Do moisture testing (not to exceed 8 %) and PH testing (not to exceed 10 on PH meter). Other Trades: Metal shall be shop primed with rust inhibited primer. On galvanized steel, prime using galvanizer self etch acid primer. Surface Preparation: Prepare surfaces as indicated and as called for in the reference manual and manufacturer: 1) Miscellaneous steel and iron put in proper condition to receive paint. Remove all grease, rust, dirt, etc. and touch -up primer with compatible primer for finish coats. If unprimed, remove rust and scale by wire brushing, clean all surfaces using solvent wash, acid etch as recommended by manufacturer, rinse. When dry apply primer coat - metal ferrous rust inhibitor primer. Have any defects repaired, and then reprime. 2) Galvanized Steel: Put in proper condition to receive primer. Remove surface contamination, clean metal with phosphoric acid or approved solution per primer manufacturer's recommendations. Apply degalvanizer self etch acid primer. Protection: Adequately protect other surfaces from damage, remove hardware, etc. and provide drop cloths etc. as necessary. Exterior Painting & Finishing Schedule: A) Ferrous metal (metal doors, overhead doors, metal trim, dock angles, wall protection angles, dock bumper angles, railings, flashings, etc.): - Primer: Ferrous metal rust inhibitor primer - Finish: Two coats Silicon Alkyd Enamel (gloss finish) B) Galvanized Metal (trash enclosure gates, etc.) - Primer: Degalvanizer self etch acid primer - Finish: 2 coats Silicon Alkyd Enamel (gloss finish) ' s C) Tilt -Up Concrete: - Primer: 1 coat Millers Krell primer /sealer - Finish: 1 coat 100% acrylic laytex (max coverage 250 s.f. per gallon with factory ground color on base coat) (2 coats on dark accent bands or colors) coverage as recommended by manufacturer Interior Painting & Finishing Schedule: A. Gypsum Wall Board - Primer: PVA - Finish: Two coats eggshell enamel (E.E.) (Two coats semi -gloss (SGE) per schedule) B. Wood & Trim -1 coat tonetic stain -2 coats varnish (1 gloss & 1 dull) C. Interior Metal -1 coat primer -1 coat industrial enamel ,Application: Apply paint and other finish by methods generally accepted by the trade to achieve approved finishes. In multiple coat work, provide each coat of paint of slightly different color to achieve required finish. Include as many coats as necessary for complete coverage and acceptable appearance. All work to be done in accordance with manufacturer's recommendations. gxtra Material: Leave minimum one gallon of each type and color of paint labeled for project and building, store where directed by Owner. Final Clean -Up: At conclusion of project (or as directed), thorougly clean paint and splatters from glass, aluminum, and any other surfaces. Take care not to scratch surfaces. Clean residue of work of this section from any other surface and at conclusion, leave premises neat and clean. SECTION 9C DRYVIT STUCCO /PLASTERING (Match existing buildings 5 & 6) The contractor is to furnish all labor, materials and equipment for the stucco /plastering work as indicated on the drawings and specifications, all in accordance with the manufacturers recommendations. Dryvit mesh with plaster grounds, corner beads, control joints, etc. as manufactured by Fry Reglet or approved. Final coating to be Dryvit "sandblast finish" color integral with final coating, installed and preped per manufacturers recommendations. Provide 3/4" foam on all vertical surfaces. SECTION 9D CARPET Provide and install carpet direct glue down 28 oz. Designweave Innsbrook for level loop and Fairfield for cut pile, or equal. Color as selected by Architect. SECTION 9E SHEET VINYL The Contractor to provide and install sheet vinyl flooring, Corlon finish as manufactured by Armstrong or approved. Submit samples for selections. Cove base in restrooms. SECTION 9F VINYL COMPOSITION TILE (VCTL The Contractor shall provide and install Armstrong Excelon or approved tile (12" x 1 '2" x 1/8 ") as indicated in room schedule. SECTION 9G VINYL BASE The Contractor shall provide and install Burke or approved continuous rubber base. SECTION 9H pLASTIC LAMINATE The Contractor to provide and install plastic laminate tops, backsplash and edges of cabinets and wainscot. Plastic laminate • as manufactured by Wilson Art. SECTION 9I SUSPENDED CEILING The Contractor is to: 1. Provide and install 2' x 4' suspended acoustical ceiling with 1 1/2" main and intermediate runners, exposed grid, with standard wall angles, etc. in flat white finish. Provide shop drawings of layout. Install with wires 4' -0" o.c. #12 wire. Provide additional wires at mechanical and electrical fixtures and designed for seismic bracing. All hangers must be secured to roof and floor joists. Hold down clips as required. (No attaching to 2 x stiffners). 2. Acoustical tile to be Armstrong mineral fiber fissured - non - directional, "second -look" design tile, 24" x 48" x 5/8 ", non- rated. DIVISION 10 SPECIA ITIES SECTION 10A TOILET ROOM ACCESSORI S - ALL TOILET ROOMS All accessories as manufactured by McKinney or approved, finish to be stainless steel. Towel dispensers must take a C --fold towel. Provide the following: 1. Paper Towel 1 per sink and lunch room 2. Roll Paper Holder 1 per toilet 3. Soap Dispenser 1 per sink 4. Waste Basket - vinyl - - - - - 1 per single toilet room 5. Grab Bars 1 1/4" 1 per handicap toilet 6. Coat hook - door mounted 1048B- 1 per room (if no toilet compartment) SECTION 10B TOILET COMPARTMENTS The Contractor is to provide and install floor mounted overhead braced, flush partitions of plastic laminate finish with gravity . hinges, latch, coat hook with bumper as manufactured by Sanymetal, Fiat or approved. Color as selected by Architect. SECTION 10C MISCELLANEOUS SPECIALITIES 1. Dock Bumpers - Provide two (2) at each overhead door, 10" x 26" x 4 1/2 ", rubber tire tread with steel angles as manufactured by Fabco, Inc. from Northwest. Material Handling. (weld top, bolt bottom, galvanized angles). • DIVISION 15 MECHANICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work for the design and construction of the Mechanical requirements outlined in these specifications. The design -build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include one or all of the following (include expansion potential in design): A. Plumbing • The design -build Contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as follows: 1. Water supply overhead - 2" 2. Waste under slab - 6" - Run deep enough to service all areas of building. 3. Hose bibbs - recessed intb tilt -up (above finish floor) (4 - 1 per bldg. face - verify location). B. HVAC The design -build Contractor shall indicate as a part of his proposal, the names of equipment as specified that he intends to use as follows: 1. Gas unit heaters to maintain 49 F in warehouse. 2. Ventilation - exhaust fans in restrooms and lunchroom (roof mounted units). - Ceiling fans in warehouse. 3. Heating and air conditioning (finished areas only), roof mounted gas /electric package units with factory curbs. 2. Scope The requirements of the "Conditions of the Contract" and of Division 1 of these specifications apply to work of the Division. 3. Pesign Service The design - build Contractor, shall provide a set of drawings satisfactory to obtain all necessary permits, required by code. The system shall be designed for the primary functions of the warehouse shell with future office. • 4. Work Included The work included shall consist of but not be limited to the furnishing of all equipment, design, labor, materials and other equipment necessary to execute the Mechanical requirements described in the drawings and specifications. This contractor is to arrange and pay for all fees, permits, and inspections required for the work of this Division. All work and materials shall be in full accordance with applicable State and Local Codes and Regulations. Avoid cutting any structural building members or undermining any building footings. All materials and equipment shall be installed as recommended by the manufacturers. 5. Utilities All utilities shall be installed and including final connections to building. This Contractor to verify adequate utility sizes for factors involved. Utilities have been stubbed to site beyond any existing finished work (verify locations in field). 6. The General Contractor and the Design -Build Contractor shall guarantee work of this Division free from defects of work- manship and materials for a period of one (1) year from Substantial Completion of the work. Remedy the system of any defects developing during this period free of charge. Length of Equipment Guarantee is indicated by the Mfg. HVAC warranty is valid only upon evidence of a maintenance agreement being in force. 7. Shop Drawings The Design -Build Contractor shall furnish shop drawings, catalog data, and drawings to the Architect for approval prior to ordering the items. 8. Cleaning 1 Pipes, ducts, fixtures, and equipment shall be clean before 3 installation is accepted. 9. Operating and Maintenance Instructions Furnish three (3) sets of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. hs -Built Drawings The Design -build Contractor shall make a record set of all utility lines, tees, and all items buried below slab. Complete and give to the Architect at completion of project. 11. General Design A. Plumbing: 1. Waste: to be 6" plastic under slabs and minimum 5' to outside of building. Clean -outs to be flush floor with bronze cover or wall with cover. (Single line run 30' from front x full length). Extend lines to outside of building with clean -outs. 2. Supply: all piping to be copper, type L above ground, type K below ground, solder joints (2" ). Provide PRV value inside building. Insulate water lines above slab with min. 3/4" insulation (wrap sink waste also). 3. Plumbing fixtures: a. Frost proof hose bibb recessed in panel just above slab. b. Waterheater - A.O. Smith 88 gal. with drain pan. c. Lavatories - Vitreous China - Kohler or American Standard self rimming d. Toilets - Tank type with elongated bowl & seat - Kohler or American Standard. e. Urinals - Elongated lip - Kohler or American Standard. f. Faucets - Single control lever - Moen. g. Roof Drains - A.O. Smith with deck clamp and sump receiver. h. Lunch Sinks - Self rimming stainless steel (sound deaden) with goose neck faucet. i. Drinking Fountain - Refrigerated cooler. B. Heatina /Cooling 1. Provide standard ASHRAE rated conditions for all areas. 2. Equipment - a. Office: Carrier or G.E. roof mounted unit or approved equal. Verify locations and weight on roof with Architect and General Contractor. System is to be a gas heat electric cool system diffusers. b. Warehouse: Rezoner gas unit heaters, ceiling hung. 3. Duct system - rectangular metal insulated to provide adequate supply air distribution. All ducts to be internally lined with 1" high density insulation, attached with glue and rivets or insulated ductboard. 4. Temperatures: Office a. Heating - maintain 70 1/4 dry bulb indoor temperature @ 24 F outside. b. Cooling - maintain 78 1/4. dry bulb indoor @ 65 F wet bulb temperature outside. c. Air Changes - as required by code. • 1 • t, Temperatures: Warehouse a. Gas unit heaters - maintain 49 . 5. Calculations - The design -build contractor shall submit the following to the Architect: a. Heating and cooling loads. b. CFM at diffuser locations. 6. Thermostats - automatic changeover with locking covers and night setbacks for the systems. C. Ventilation 1. Toilet rooms - exhaust fans operated with light switch as required by code. 2. Warehouse - as required by code. - provide ceiling mounted ceiling fans. c , • DIVISION 16 ELECTRICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work for the design and construction of the Electrical requirements outlined in these specifications. The design -build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include the following: (include expansion potential in the design) A. Panel and circuit diagrams B. Load analysis (including electrical heat) C. Fixture cuts The design -build contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as follows: A. Main switchboard B. Distribution panels C. Electrical heaters D. Devices and special systems 2. Scope The requirements of the "Conditions of the Contract" and Division 1 of these specifications apply to all work of this Division. 3. pesign Service The design -build contractor shall provide a set of drawings satisfactory to obtain all necessary permits required by Code. The system shall be designed for the primary functions of the warehouse involved with future office. 4. Work Included The work included shall consist of but not be limited to the furnishing of all equipment design, labor materials, and other equipment necessary to execute the Electrical requirements described in the drawings and specifications for a multi- tenant office /warehouse building. The design -build contractor shall arrange and pay for all fees, permits, and inspections required for the work of this division. All work and materials shall be in full accordance with applicable state and local codes and regulations. Avoid cutting any structural building members or undermining any building footings. . All materials and equipment shall be installed as recommended by the manufacturer. 5. Utilities All utilities shall be installed and including final connections to building and to all utility services outside of the building line as required by Code. This contractor shall verify location of service, and to verify adequate utility size. Utility charges are not included. 6. Guarantee The General Contractor and the Design -Build Contractor shall guarantee work of the Division free from defects of workman- ship and materials for a period of one (1) year from Substantial Completion of the Work and shall remedy the system of any defects developing during this period free of charge. Length of Equipment Guarantee as indicated by the manufacturer. 7. Shop Drawings The Design -Build Contractor shall furnish shop drawings, catalog data, and drawings to the Architect or approval prior to ordering items. 8. Cleaning All fixtures and equipment shall be clean before installation is accepted. 9. Operati g and Maintenance Instructions Furnish one (1) set of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built IQzawings The Design -Build Contractor shall make an exact record of all utility services buried below slab. Complete and give to the Architect at completion of the project. 11. General Design A. 800 amp main service 227v -480v, 3 phase required with panelboards to be sized for 25% additional future circuit breakers. Switch gear to be Challenger, Crouse - Hinds, or approved, load center built -up board. B. Transformer - provide as required for step down, voltage changes etc. Utility conduits have been stubed to the transformer pad location. Verify with serving utility. C. Power and Lighting distribution - conceal all conduit within the wall framing, and above ceilings with all copper wire. 1. Outside: Loading areas - wall mounted TFL 400M RA2 by Lithonia Hi -Tek, bronze enameled. (Metal halide). Adjustable with direct cut off. 24' pole mounted fixtures as indicated. 2. Soffit - Recessed incandescent, H -71ct w/426 reflector, 150 watt. 3. 2 x 4, 3 tube fluorescent fixtures, parabolic to maintain 80PC. Te- 4. For speciality lighting, see plan. 5. Electric Heat - Provide strip heaters as required in sprinkler room and electrical room with individual thermostats. 6. Telephone System - this contractor to provide and install plywood backboard, conduit and wall boxes as required by Telephone Co. to complete system into electrical room. 7. Receptacles - Bryan, ivory with device plate (ground type). 8. Outlets in electrical room for irrigation, alarm and telephone. (4 plex at each space). 9. Switching - switching of lights each office, 3 way in large offices, and roof hatch shaft. Provide dual level switching within 12' of windows. 10. Alarm monitoring installation by G.C., coordinate with Owner. • DIVISION 17 SPRINKLER - CONTRACTOR DESIGN Provide and install a complete wet sprinkler system that shall meet all applicable codes, state and local, National, NFPA #13, and Washington Surveying and Rating Bureau and Local Fire Department. This contractor shall obtain and pay for all permits, fees, licenses, inspections, tests and any hook -up charges as may be required. Design Building Sprinklers for ordinary hazard. Provide for hose stations in warehouse and fire extinguishers as required. Piping is to be exposed in warehouse with seismic bracing. This contractor shall provide full design drawings for installation showing head locations, pipe sizes, runs, source, etc. Submit drawings to Washington Surveying and Rating Bureau and local Fire and Building Departments for approval. • • 11 mss® GeoEngineers 6 61 6- 1 0P - 1 Incorporated (206) 746.5200 Consulting Geotechnical Fax. (206) 746.5068 Engineers and Geologists 2405 • 140th Ave N.E. Bellevue, WA 98005 November 24, 1987 Bedford Properties, Inc. c/o Kidder, Mathews & Segner 12886 Interurban Avenue South Seattle, Washington 98168 Attention: Mr. Joseph S. Layman Regional Manager - Vice President We are pleased to submit our "Report, Geotechnical Engineering Services, Proposed Seagate Development, King County, Washington." You 1 ' provided written authorization for these services in a letter accompanying a signed copy of our proposal dated August 28, 1987. The scope of our services was outlined in our proposal letter dated August 26, 1987. We previously presented our "Report, Preliminary Geotechnical Studies, Rosetta Butler Site, East Marginal Way South and SR 599, King County, Washington," dated August 13, 1987, for this property. At your request, we have forwarded copies of this report to the parties indicated below. We appreciate this opportunity to be of further service to you on this project. Please contact us if you have any questions regarding this report or other aspects of the project. We look forward to assisting you during the detailed design and construction phases of the Seagate project. Yours very truly, GeoE :ineers, Inc. 1/1! )(0 6 ttle incipal RECEIVED JKT:cs CITY OF TUKWILA JUN 2 6 1995 Pile No. 1199 -02 -1 PERMIT CENTER cc: Mr. Gerald Kirkpatrick /BCI General Contractors Mr. Steve Gwinn /SSG Corporation • • • • II • I .. T A B L E O F CONTENTS • Page No. INTRODUCTION 1 SCOPE 2 SITE CONDITIONS 3 SURFACE CONDITIONS 3 SUBSURFACE CONDITIONS 4 CONCLUSIONS AND RECOMMENDATIONS 6 • GENERAL 6 SITE PREPARATION • • 7 I FILL PLACEMENT 8 • PRELOADING 10 FOUNDATION SUPPORT 11. FLOOR SLAB SUPPORT 12 RETAINING WALLS 13 PAVEMENT DESIGN • 13 DRAINAGE CONSIDERATIONS 14 RIVERBANK STABILITY AND SETBACK CONSIDERATIONS 15 USE OF THIS REPORT 16 • 1. f List of Figures g ug_,re No . • f SITE PLAN 1 • APPENDIX A . Page No. ••' FIELD EXPLORATIONS A -1 I BORINGS A -1 DUTCH CONE PROBES A -2 TEST PITS A -2 1. • I • GeoEngineers Incorporated .., -.. .r a,,t3.n - ”,,,,..row...w,,.�,....... ,,....., .».,..,.... a.* _. ......_..._-. _.M 4......-..........,..........,....... ..,. i ff TABLE OF CONTENTS (PAGE 2) List of Appendix A Figures F igur e No. SOIL CLASSIFICATION SYSTEM A -1 KEY TO BORING LOG SYMBOLS A -2 LOGS OF BORINGS =7 A -3 th A - 16 N o. LOGS OF DUTCH CONE PROBES A -17 th Pa A - 28 • LOGS OF TEST PITS A -29 thru A -34 I APPENDIX B I LABORATORY AND FIELD TESTING B -1 List of Appendix 3 Figures Figure No. • 1. GRADATION CURVES B -1 thru B -2 DIRECT SHEAR TEST DATA B -3 CONSOLIDATION TEST RESULTS B -4 thru B-6 I . • l'... . • ` ii II G�E1lgirteers incorporated ( REPORT ' GEOTECHNICAL ENGINEERING SERVICES PROPOSED SEAGATE DEVELOPMENT KING COUNT!, WASHINGTON FOR BEDFORD PROPERTIES, INC. INTRODUCTION . ` This report presents the results of our geotechnical engineering services for the proposed Seagate Industrial Development along the Duwamish I River in King County, Washington. The site is bounded by the Duwamish River, East Marginal Way South, SR 599 Highway and Pacific Highway South. I The site is shown, with respect to adjacent features, on Figure 1. Historical data including past site usage were presented in our I "Report, Preliminary Geotechnical Studies" dated August 13, 1987. Briefly, the site was primarily used for farming prior to 1970. Three buildings I . appear to have been erected at the northeast corner of the Site in 1978 and have subsequently been removed with the exception of a small timber —frame I. Q Y P portion of a building that remains at this time. The site was also actively filled during the late 1970s and early 1980s by a local excavating company under a King County grading permit, as I discussed in the aforementioned report. The King County permit dictated that the fill was to consist of earth fill ranging from pit run gravel to I clay with some broken asphalt and concrete. The fill was to contain no wood or garbage debris and broken concrete and asphalt was to be mixed with at least 50 percent soil. Since a King County shoreline permit was never obtained, we assume that no filling was accomplished within 200 feet of the I river during this grading episode. The president of the earthwork con— tractor indicated most of the fill was soil from various job sites around the Seattle area and that it contained very little concrete, asphalt or I , other debris. Compaction was limited to dozers spreading the fill and the truck traffic traversing the site. Figure 2 presents a 1976 topographic map I obtained from the King County grading file. It appears the earthwork contractor, Boulevard Excavating, Inc., prepared this map prior to filling the site. GeoEngineers Incoroorated • Neither specific grading nor development plans for the purposed project are available at this time. It is our understanding that one- to two -story concrete tiltup structures are anticipated, some with dock -high floors. Several of the buildings may have gross areas of on the order of 100,000 square feet. Access to the site will be gained from East Marginal Way South near South 116th Street. SCOPE The purpose of this phase of our services is to develop design criteria and performance estimates for the geotechnically- related aspects of the project. Our specific scope of services includes: 1. Exploring subsurface soil and ground water conditions by a series of explorations which includes test borings, Dutch cone probes and test pits. 2. Evaluating pertinent physical and engineering characteristics of I the foundation soils from the results of laboratory tests per- formed on samples obtained from the explorations. [-.3 . Evaluating the fill on the site to determine its general state of compaction and to recommend the extent of any reworking which may f be needed to provide satisfactory foundation and subgrade support. `, 4. Evaluating whether or not consolidation of underlying compressible soils under the weight of the fill now in place is complete and I estimating the magnitude and rate of settlements which will result from new areal loadings imposed by fill and building loads. I S. Developing foundation design requirements and performance estimates for shallow spread footings for the proposed structures. 6. Providing recommendations for yard area grading and pavement design sections. 7. Evaluating the riverbank stability for the existing conditions and for rapid drawdown conditions following a 100 -year level flood and recommending the need for any reshaping of the slope or revetment I . work for slope protection. 2 � Incorporated . ( SITE CONDITIONS ' SURFACE CONDITIONS The site is relatively flat and comprises approximately 27.7 acres. The site is devoid of signs of previous occupancy, with the exception of the northeast portion along the Duwamish River. This portion of the site exhibits primarily gravel surfacing as well as some asphalt pavement and a slab -on -grade which remains from a recently removed steel building. The timber -frame office portion of this structure was still in placed as of September 1987. At the west end of the gravel surfaced area, a debris pile, primarily of concrete and wood, exists. The northwest portion of the site supports considerable dense vegeta- tion, including tall grass and deciduous trees. A primitive road enters the property from the south abutment of the Pacific Highway South bridge and follows the top of the Duwamish River bank to the north /south drainage Swale ' entering the property. The northwest portion of the site was apparently not filled during the previously discussed grading period due to the lack of a King County Shoreline Permit. As such, this is generally the lowest area of �. the site and supports the oldest vegetation. The majority of the remainder of the site is relatively flat or gently sloping as a result of the past grading efforts. Vegetation is in various stages of reestablishment ranging from essentially nonexistent to relatively I thick. Significant drainage ditches exist along the perimeter of the site. Another drainage ditch extends in an east -west direction along the south border of the northeast portion of the site (previous Butler Sealant Site). I •. It appears that the drainage is sloped to the north /south drainage awale ! entering the property at the Duwamish River. I The bank of the Duwamish River was observed during the previous study at an Elevation -2.0 -foot tide. Thick vegetation exists along the river bank along the top of the slope to about ordinary high tide level, masking surficial conditions. No significant riprap or erosion protection was observed. The inclination of this portion of the river bank varies from about 1.5H:1V (horizontal to vertical) to near - vertical. Most of the bank is near - vertical to about 1:1. Some localized undercutting of the bank has 3 !/ GeoEngineers Incorporated 1 I ) I.' occurred near the ordinary high tide level. In addition, localized surfi— cial sloughing or slumping has resulted in the movement of blocks of soil and vegetation onto the lower portion of the riverbank which typically is I much flatter below mean sea level. ` The river bank below the ordinary high tide level is devoid of vegeta— 1 tion. Silty fine sand /fine sandy silt is exposed (see sieve analysis results in Appendix B). Considerable concrete, half — buried wood and metal debris exists along this area and is exposed at lower tide levels. Based on t visual observations, the slope below the high tide mark to mean sea level, an elevation difference of about 6 feet, varies from near — vertical to about 2H:1V where it continues from about 1H:1V to 3H:1V to the low tide level. We were not able to observe the mudline below the low tide level. However, I it appears to flatten out in some areas and continue sloping in others. f SUBSURFACE CONDITIONS 1 The subsurface conditions at the site were explored with a program consisting of 5 hollow —stem auger borings, 5 Dutch cone probes, and 15 test I pits. The l ocations of the explorations are shown in the Site Plan, Figure 1. Details of the field exploration program as well as the'explor— ation logs are presented in Appendix A. Details of the laboratory testing } program are presented in Appendix B. The results of the laboratory program r are presented in both appendices, as appropriate. The site is located in the relatively broad alluvial valley of the Duwamish River. Based on review of aerial photography as discussed in our previous preliminary report, it appears that the river location in this particular area has been relatively stable during this century. However, we expect that the river has meandered throughout the valley floor since the last period of continental glaciation resulting in rather rapidly changing ! subsurface conditions. In addition, most of the site was filled with a considerable depth of waste soils for a period on the order of five to seven years. Figure 2 presents a topographic map that appears to have been l prepared by the earthwork contractor prior to this filling episode. The depth of the fill soils varies. The shallowest fill depths, 1 . generally on the order of a few feet, are located along the north margin of 1••':.. the property near the Duwamish River. Since a King County Shoreline Permit .1 4 1 GeoEngineers 1 i Incorporated ( ( was not obtained during the recent grading episode, we assume any fill that .. does exist within 200 feet of the Duwamish River was placed at an earlier date. We would expect the least ground modification due to the effects of filling in the northwest portion of the site. Some regrading was accomplished in northeast portion of the site where the Butler Sealant operation was located. The greatest depth of fill along the north margin was encountered towards the northeast portion of the site where Test Pit 13 encountered 8 feet of fill including car parts, bed springs and miscel- laneous debris. Boring 1 in the same vicinity, encountered silty fine sand with occasional clods of silt, which may also be fill, to a depth of 11 feet. • The explorations across the remainder of the site encountered from about 7 to 14 feet of fill. The fill was not penetrated in Test Pits 1, 2 and 8 due to refusal on concrete fragments or difficult digging conditions. ' The fill soils range from silt to silty sand with gravel (glacial till). With the few exceptions noted on the exploration logs, no significant r` organics were observed in the fill. Occasionally a 1 -foot layer of organic I fill and grass was observed. A limited quantity of debris was noted in the fill. This debris generally consisted of construction materials from I building demolitions and included brick, asphalt or concrete fragments less than 2 feet in diameter. Exceptions are Test Pits 1 and 8 where refusal was , I encountered at depth apparently on large concrete fragments. It appears that some of the material placed at the bottom of the fill may have included f considerable debris. This may have been used to aid in "bridging" over the soft native surficial soils. The fill was reportedly placed in an I ."uncontrolled" manner, i.e., no compactive effort other than by track - rolling with the bulldozer and wheel compaction by the dump trucks. The results of our density tests confirm this condition with compaction varying from about 83 to 88 percent of the maximum dry density based on ASTM D -1557. The top of the fill generally possesses the higher densities, primarily due I ... to desiccation. A decrease in density was noted with depth. The native soils below the fill generally consist of low - density fine - grained materials typical of alluvial depositional environment. The original grass mat was observed in many of the test pits. Toward the 1 5 I GeoEngineers Incorporated Duwamish River, the native soil ranges from a loose fine sand with a •., variable silt content to a fine sandy silt. More typically, fine sandy silt to clayey silt with variable organic content was encountered below the fill. The organic content was extremely variable from fine - grained soils with a trace of organic matter to g peat. The peat was generally observed within the soil matrix rather than as a discrete layer. Discrete layers of organic soils were observed at some locations. The organic layer was encountered roughly from mean sea level to the high tide level. „ Gray fine or fine to medium sand with a variable silt content was generally encountered below this layer at about mean sea level. This unit • grades to a fine sandy silt and generally extends to between Elevation -35 and -45. An exception was noted in Dutch Cone P -1 where sand extends to approximately Elevation -60. The density is extremely variable ranging from very loose to dense. These more granular strata typically overlie a relatively thick soft clayey silt which was encountered between Elevation- ( 60 to -74. Medium dense to very dense sands grading to sandy gravel were p encountered in the deepest explorations varying between Elevation -60 to- t. 80. The ground water conditions encountered during our exploration program are indicated on the exploration logs. It should be noted that the explore- ! tion program was conducted during the late summer /early fall season after a , I very dry year. Standpipe piezometers were installed in Borings 2 and 5 to provide ground water data for riverbank stability studies. Water levels I were subsequently measured at about Elevation +1.0 on September 23, 1987. Fluctuations in the level of the ground water should be expected. We I anticipate the levels may be higher during the spring. Due to the random nature of the fill soils, the ground water conditions could also vary I locally across the site. CONCLUSIONS AND RECOMMENDATIONS GENERAL . The subsurface conditions across the majority of the site consist of a layer of "uncontrolled" fill soils overlying relatively soft compressible alluvial soils to depths of on the order of 100 feet deep. Most of the consolidation of the compressible soils due to the weight of the existing I.._ 6 GeoEngineers Incorporated r fill has occurred. However, additional consolidation, both within the existing fill and the native compressible soils will occur when new loads are applied. Based on our analyses, we estimate that from 1 to 3 inches of settlement could occur from typical concrete tiltup building floor and column loads with shallow spread footing and slab-on -grade support at existing grades. Buildings with dock -high floors would be expected to experience larger settlements. Final grades and specific development plans have not been established at this writing. We have =assumed that existing grades will not be signi- ficantly changed. We conclude that the planned structures can be supported on shallow-spread footings provided that site preparation work includes excavation of portions of the existing fill and placement of structural fill on which to support footings. Use of a preload program to reduce postcon- struction settlements may be appropriate. It will be beneficial to ac- complish the earthwork phase of construction as far in advance of building construction as practical to maximize the benefits of any preloading. The on -site soils are too fine - grained to be workable during wet weather; there- fore, any grading during the wet season, such as the planned spring startup for the project, will require use of imported granular borrow soils. In light of these considerations, we suggest that dock -high buildings be located in areas where the existing grade is higher and the adjacent areas be cut down to provide dock -high access. This procedure would also reduce settlements and preload requirements. SITE PREPARATION The on -site fill soils consist of moisture - sensitive silts or silty 'sands such that use of these materials as structural fill will not be possible during wet weather. If earthwork can be completed during the drier P g summer months, it should be possible to use at least some portion of the existing fill in the structural fill to minimize grading costs. Moisture conditioning of the fill soils should still be expected. Vehicular access is good to the site during the late summer and early fall months due to desiccation at the surface; however, we anticipate that it will be very difficult to operate equipment across the site during wet weather. 7 GeoEnglneers I Incorporated S ' ( I All trees, brush and vegetation with significant root mass should be F . removed from building and pavement areas. The depth of stripping will be minimal toward the south portion of the site where vegetation has not .. reestablished itself significantly. The greater stripping depths will be in the dense brush and tree area towards the northwest corner of the site outside of the area of recent filling. If more than 2 feet of structural fill soil is to be placed in this area, the grass should be cut as short as possible and cuttings removed. The sod can be left in place provided it is i on the order of only a few fiches thick. If site preparation is performed during wet weather as presently I anticipated, stripping should be done using lightweight construction equipment operating on the sod layer. Equipment should be kept off the I exposed subgrade surface to avoid disturbance. The subgrade should be evaluated by proofrolling under the observation of a representative from our I firm to determine if there are localized areas of soft or deleterious soils which need to be replaced. Proofrolling should not be done in wet weather 1. or when the ground is saturated. Any soft areas should be excavated and replaced with clean pit run borrow as recommended by our representative. Temporary roads will be required for access to construction areas I during wet weather. Our experience suggests that 18 to 24 inches of sand and gravel with less than 5 percent fines, crushed rock or quarry spalls • I will be necessary for construction equipment. It may be desirable to place geotextile fabric on the subgrade, especially in soft areas, to minimize mixing of the aubgrade and road subbase materials and to reduce pumping and I weaving. Due to the quantity of material that may be necessary to construct g q y y �► the haul roads, we suggest the haul roads be placed at permanent road I locations wherever possible. Subsequent to construction, adequate weather conditions, and /or any repair work necessary, fine grading and paving could occur. FILL PLACEMENT We recommend that all footings and floor slabs bear on at least 2 feet of structural fill. Depending on finish grades, this may require excavation i of existing fill soils beneath footings and /or floor slabs. Especially for dock —high buildings, this procedure should be accomplished prior to placing i. 8 eoEngineers I �G Incorporated the preload to reduce the amount of excavation into the structural fill pad F . after preloading is complete. Care will have to be exercised to minimize subgrade disturbance if this is done during wet weather. Select granular fill with less than 5 percent fines (based on that portion passing the 3/4 inch sieve) will be necessary along with careful control of surface runoff to avoid ponding in the excavations along footing lines. Alterna— I tively, the excavation beneath footings could be accomplished subsequent to I preloading. This may be preferable if final building foundation plans are not completed prior to earthwork. We recommend that all structural fill placed during wet weather consist I of well— graded pit run sand and gravel not exceeding 4 inches of size. The fill should be free of organic matter and other deleterious material. The I fines content (material passing the No. 200 sieve, based on the minus 3/4 inch fraction) should not exceed 5 percent. Preload fill that will be used I subsequently for grading yard areas, should also meet this criteria. On— site soils may be used during dry weather if at the proper moisture content and free of organics and other deleterious material. However, the construe— I tion schedule should be such that these fills will be protected by a layer of granular fill, paving or floor slabs before the following wet season. If I not, these fills could be easily disturbed by any construction activity. Structural fill placed within the foundation, slab or pavement areas should be placed in horizontal lifts 10 inches or less in loose thickness. The initial lift may need to be somewhat thicker and compacted without I vibration in .order to reduce the chance of causing pumping in the subgrade soils. Each subsequent lift should be uniformly compacted with vibratory equipment to at least 95 percent of the maximum dry density as determined in accordance with the ASTM D -1557 test method. Where building pads are being prepared prior to preloading, we recom— mend that the fill be placed and compacted to at least the design finished floor elevation to allow for fill settlements. If building grades are near existing site grades, the preload could be placed without any preparatory work for foundation support so that the excavation and replacement with 1 structural fill could be accomplished during the drier summer months. 9 . GeoEngineers Incorporated ( PRELOADING The use of a preload program to reduce postconstruction settlements on a specific building site may be appropriate. This will depend in large part on variations in the thickness of fill required to establish finished floor grade, the time this fill can be left in place before building construction, and the amount of postconstruction settlement which is acceptable. Further information on finished floor grades and projected earthwork and building construction schedules is needed to evaluate the need for preloading. If a preload program is considered necessary, we recommend that the building areas be preloaded with one foot of fill for each 100 psf of design { floor load. This fill surface should extend at least 5 feet beyond the footprint of each building and then slope down at the natural angle of repose. If future building additions are contemplated, the full height of fill (for the structural pad and the preload) should be extended at least 30 feet beyond the initially planned building footprint in the area of possible expansion. This fill is in addition to any fill required to bring building sites to design grades. Since plans are in the preliminary stages 1-. at this time, we recommend we be provided the opportunity to review the final plans with respect to an appropriate preloading program. The preload fill need be compacted only enough to provide trafficability. Fill settlements are expected to be variable due to the irregular 1 deposition of compressible soils and the difference in existing fill thicknesses across the building areas. If existing grades are not 1 `` significantly. changed, we expect that 1 to 3 inches of settlement could I occur from a 300 psf floor load. A relatively deep east /west ditch exists ' between the Butler Sealant property and the rest of the site. This area has been only nominally preloaded with respect to the existing fill depth around 1 the ditch. Therefore, if a building footprint crosses the ditch, a specially configured preload fill is anticipated in this area to reduce differential settlements. 1 In order to evaluate the magnitude and rate of fill settlements, we recommend that several settlement monitoring plates be installed prior to 1 . placing any fill in the building areas. An example of a suitable settlement plate and a description of monitoring procedures are presented in Figure 3. 10 ' GeoEngineers Incorporated We will recommend appropriate settlement plate locations once building locations, dimensions and elevations are established. Initial elevation readings of the settlement plates must be obtained as soon as they are set and before any fill is placed. The elevations of the plates should then be determined twice each week during filling so that settlement progress in relation to the amount of fill in place can be defined. Relatively thick compressible strata were observed at many of the exploration locations. We expect that it may take on the order of six to eight weeks for a majority of the settlement to occur. We recommend that readings be obtained weekly • after completion of filling. The results should be forwarded to our office promptly after each reading for evaluation. If the thickness of compressible soils varies significantly from that in our explorations, the actual preload I period may have to be adjusted. The presence of the measurement rods which extend from the settlement plates through the fill will inhibit the mobility of earthmoving equipment to some extent. The contractor will have to exercise care to avoid damaging the rods. The construction documents should emphasize the importance of protecting the settlement platen and measuring rods from disturbance. Once the majority of the settlement has occurred, the preload fill can be removed from the building and either used to preload another of the building sites (if the construction schedule will permit sequential preloading) or for other site grading. FOUNDATION SUPPORT We recommend that all footings be founded on at least 2 feet of • structural fill. This fill should extend horizontally beyond each side of the footing a distance equal to the depth of excavation below footing subgrade. The fill should be placed in a minimum of two lifts and compacted such that at least 95 percent of maximum dry density (ASTM D -1557) is achieved throughout the fill. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Individual column footings should have a minimum width of 3 feet. Continuous strip footings should be at least 18 inches wide. In order to provide more uniform support and reduce differential settlements, we recommend that exterior foundations consist of continuous spread footings rather than isolated pad footings. 11 i GeoEngineers Incorporated ( The footings should be designed for an allowable soil bearing pressure of 2500 pounds per square foot for dead plus long -term live loads. This value may be increased by one third when considering earthquake or wind loads. The use of spread footing support for buildings on this site is expected to be limited to high -bay (24- to 28 -foot clear) warehouse struc- tures and two -story office buildings. If multi -story buildings are con- templated, pile foundations will likely be necessary. Additional consulta- tion to identify the more favorable areas for use of pile foundations and to develop design criteria for these foundations will be required. Lateral loads can be resisted by friction on the base and passive I resistance on the sides of the footings. Frictional resistance can be determined using 0.35 for the coefficient of base friction. Passive resia- Lance can be determined using an equivalent fluid density of 250 pounds per 1 cubic foot (pcf), assuming that the soils around the footings for a distance l of twice the footing depth consist of structural fill compacted to 95 percent of maximum dry density. This value should be applied from one [7 foot below the ground surface in areas which are not paved. In paved areas or beneath floor slabs, passive resistance can be calculated from the bottom of the slab. The above values incorporate a factor of safety of about 1.5. I . We estimate that postconstruction settlements of interior column and perimeter wall footings will be on the order of one half to one inch if 1• column loads are less than 100 kips. We have assumed the conditions observed in our explorations are representative of the existing fill soils • I and no significant organics or organic debris are present. We recommend that the structures be designed to tolerate at least one half inch of i• differential settlement between adjacent column footings due to the variable subsurface conditions. Differential settlements up to one fourth -inch in 25 feet may be experienced along continuous wall footings. Approximately I 50 percent of the postconstruction settlement should occur within about two weeks of load application. I _ FLOOR SLAB SUPPORT All floors should be supported on at least 2 feet of structural fill. I If the fill pad is placed prior to the preload fill, the pad fill surface should be recompacted after removal of the preload to redensify any areas 12 I GeoEngineers Incorporated ( ( previously recommended. If the subgrade is wet, we recommend lightweight - construction equipment be used to grade the subgrade surface; however, 13 GeoEngineers Incorporated . ( equipment should be kept off the exposed surface to the fullest extent possible. In general, heavily loaded trucks should not be allowed directly on the subgrade, with the exception of utility installation. All utilities and utility ducts should be installed in advance of placing subbase fill. Utility trenches should be backfilled to pavement subgrade level with structural fill compacted as previously recommended. Temporary roads and ' layout areas should be constructed by placing excess pit run fill. This material can be spread for = use in other areas when final yard area grading is done. If road construction is done during wet weather, we anticipate that a subbase of select sand and gravel on the order of 18 inches may be required. Localized soft zones could require placing geotextile fabric and up to 24 inches of subbase to form a stable section. The base course and asphalt ' concrete (AC) section should consist of 6 inches of crushed rock and Incorporated A L RIVERBANK STABILITY AND SETBACK CONSIDERATIONS Our computer -aided slope stability analyses of the existing riverbank configuration indicate a marginally stable condition (factor of safety slightly above unity). Portions of the riverbank are locally oversteepened, which has resulted in some surficial sloughing and slumping. We understand a 30 -foot King County easement extending inland from the ordinary high tide level (Elevation 5.5) of the river will be incorporated into the project layout. A 16- foot -wide combined access road and public use pathway is to be part or the 30 -foot easement. We recommend that the riverbank be reconfigured to increase its overall stability. This should be • done by resloping a portion of the bank and lowering the grade along the access road /pathway. The riverbank should be sloped back at 2H:1V (hori- 1 : zontal to vertical) from the ordinary high tide level (Elevation 5.5) to Elevation 11.0. This elevation should be maintained for the access road /pathway width to provide freeboard above the 100 -year flood level. A I transition using a 2H:1V slope, rockery or other means should then be made r up to parking lot elevation. If a rockery is used, the embankment may need to be reinforced if vehicles will be parked immediately above the rockery to conform to King County regulations. Our analyses indicate that this will result in a minimum factor of safety of 1.25 within the easement, increasing to greater than 1.4 in the , i parking area with this modified configuration. A factor of safety in excess of 1.5 is generated for potential failure planes that would intersect the I . nearest indicated building location. These safety factors are, in our opinion, reasonable for the development considerations. It should be noted that these safety factors are for the critical case of expected low tide level and high ground water condition - the rapid drawdown condition does • not significantly affect the stability other than near the slope face within the saturated zone. The factor of safety for the portion of the riverbank below ordinary 1 _ high tide level is indicated to be less than 1.2. We believe that any future localized slumping which may occur in this area would beat be handled I 15 GeoEngineers I Incorporated ( I } as a maintenance item. Localized slumps can be excavated and replaced with I. (•• appropriate sized rock using a small truck- mounted clamshell or other suitable equipment working from the access roadway. We recommend that the portions of the reconfigured riverbank within the easement which are not paved be hydroseeded, planted or otherwise protected from erosion immediately after grading. Since this area is only under water during a combination of a significant storm event and high tide, it is our opinion that further slope ,protection is not warranted. 1 USE OF THIS REPORT I We have prepared this report for use by Bedford Properties, Inc. and their agents in design gn of a portion of this project. The data and report should be provided to prospective contractors for their bidding or esti- 1 mating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. The project is in the conceptual stage at this writing. The final .grades, building loads and configurations and their interaction with the i. existing site conditions will complicate some of the design considerations. As the design develops, we expect that additional consultation will be necessary to provide for modification or adaptation of our recommendations. We should be retained during the design phase to provide more detailed I evaluations of settlement magnitudes and rates, for preload fill configura- tions and to establish an appropriate monitoring program. These additional services should also include a review of the final design and specifications I to see that our recommendations are interpreted and implemented as intended. • The scope of our services does not include services related to i construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Due to the past filing and alluvial environment, variations in subsur- I face conditions between the explorations should be expected. A contingency • for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are L I t 16 GeoEngineers Incorporated •• . . 17 GeoEngineers Incorporated -,:_ . . . . ------L/ - _._ ..--.,_ r -- ___^ 1 _.' — RivER .� �l Lam— 401/ CI _] 072.--,----*-- __ j !Mg t.:5 p� D. .Y. M G .cTCY f �.- • -- • _ . ._ ••• ! . - cS C..DCw (D 0• art �Y KGC'�' }+ 3I0 - r 2 ' m TP -j� ` • 7 Y — s�P. - ` TP. 1 tnnT wnD�r - � It. ~ 9 . • , :: - -;:-,` =ea;: = SIT _ E 27.72 A C R ES 3 . s ...' • - - q EXPLANATION: -t • . -- -- d - BORING LOCATION AND NUMBER ti 1 ~• ` TP 1 1 TEST PIT LOCATION AND NUMBER h • PR08E LOCATION AND NUMBER ` ; _ O 1 • GRAB SAMPLE LOCATION AND NUMBER - __ _. � .•� � _ 1 . .. VICINITY MAP 449 OeoEnIneer SITE PLAN REFERENCE: DRAWING ENTITLED "PRELIMINARY, PLAT OF SEAGATE ", DATED AUG. 1987, � BY WILSEY C HAM, INC. `;� Incorporated FIGURE 1 • • • r . • y�em over Toe of Slope - 00"gal . te h l i : c 1 S r _ �-- r �, �__ �` of Proposed FIII ; ,� • B EXPLANATION: '�� i ' '-b -- _ ' ORIGINAL CONTOURS - 1 '�._ = f� " H — -- PROPOSED CONTOURS �� 1✓� w r"trS EXISTING TOP OF BANK State HI ( DUI4AMISH RIVER �bwttY { NOTES: TOTAL AREA = 28.5 ACRES FILL QUANTITY = 360,000 C.Y. (PROPOSED) .. . • . . • FROM KING COUNTY GRADING FILE 1998-33 • . . • . . .. ; � GeoEngIneer 7574 a1TE PLAN REFERENCE: DRAWING ENTITLED "GRADING PLAN FOR T.J.R. S S. ", DATED 10/18/76, Incorporated BY BOULEVARD EXCAVATING INC. FIGURE 2 • • MEASUREMENT ROD, 1/2" 0 PIPE OR REBAR CASING, 2" 0 PIPE (SET ON PLATE, NOT FASTENED) I GROUND N SURFACE % COUPLING WELDED TO PLATE • • SETTLEMENT PLATE, • 16" X 16" X 1/4" • ` �- S • SAND PAD IF NECESSARY (NOT TO SCALE) i • NOTES: 1. INSTALL MARKERS ON FIRM GROUND OR ON SAND PADS IF NEEDED FOR STABILITY. TAKE INITIAL READING ON TOP OF ROD AND AT ADJACENT GROUND LEVEL PRIOR TO PLACE— MENT OF ANY FILL. 2. FOR EASE IN HANDLING, ROD AND CASING ARE USUALLY tis INSTALLED IN 5 —FOOT SECTIONS. AS FILL PROGRESSES, COUPLINGS ARE USED TO INSTALL ADDITIONAL LENGTHS. CONTINUITY IS MAINTAINED BY READING THE TOP OF THE MEASUREMENT ROD, THEN IMMEDIATELY ADDING THE NEW SECTION AND READING THE TOP OF THE ADDED ROD. BOTH READINGS ARE RECORDED. • N 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD IN EACH MARKER AT THE RECOMMENDED TIME INTERVALS. EACH TIME, NOTE THE ELEVATION OF THE ADJACENT FILL SURFACE. 4. READ THE MARKER TO THE NEAREST 0.01 FOOT, OR 0.005 FOOT IF POSSIBLE. NOTE THE FILL ELEVATION TO THE NEAREST 0.1 FOOT. 5. THE ELEVATIONS SHOULD BE REFERENCED TO A TEMPORARY BENCHMARK LOCATED ON STABLE GROUND AT LEAST 100 FEET FROM THE EMBANKMENT. <4P ngineers SETTLEMENT PLATE DETAIL �� Incorporated FIGURE 3 •02/11/94 10:59 FAX 206 861 6050 GEOENGINEERS QJ002 - gym. FIELD REPORT �` moron �±,,,, , ! •: 3477- 002 -R73 UCU ' - ' - . Ffl�I1i Is Pr toes 8410 - 154th Avenue Gateway North February 4, 1994 Redmond. WA 9805 c�,,.r Pavan wt,nt� (206) 861.6000 SGA 1 Pr.or.d 61h UMW: U Arno.': Papa Kris Ellingson Tukwila 0745 1 of 2 Puce.s of v1.il: Wootton 040+rc211C Parniit flirter Teat Pits Clear and cold 1000 We visited the site today at the request of Bob Hart of SGA to explore shallow subsurface conditions in the proposed building area. Subsurface conditions were explored by digging six test pits with a backhoe, five in the building area and one to the east of the building. The subsurface soil is fill placed several years ago and consists mainly of loose to medium dense brown silty fine to medium sand with gravel with occasional concrete pieces to 1.5 feet in diameter. The fill was not penetrated in any of the test pits which extend from 6 to 7.5 feet below the existing ground surface. See the attached logs for detailed soil descriptions. In our opinion, this material will generally provide adequate support of the slab and footings provided the upper two feet of the fill below all footings and the upper one foot of fill below the floor slab is compacted to 95% of the maximum dry density as determined in accordance with ASTM D -1557. However, over - excavation and replacement may be necessary if organic material or other soil that will not respond to compactive effort is encountered. The finished floor elevation for the proposed building is 20.5 feet. Generally site grades are higher than the finished floor and will be cut to grade except for the north end of the site where grades will need to be raised up to 2.5 feet. We recommend these grades be raised as soon as possible to limit differential settlement. Bob Hart from SGA said site grading will not begin until later in the year, June or July, but the grades in this area could be raised sooner. We understand that SGA plans to use on site sons for fill. Based on our observations, it is our opinion that the material will be adequate for use as structural fill provided it can be moisture conditioned, adequately compacted and organic debris and concrete rubble or other debris larger than six inches be removed prior to placement. Most of the proposed fill material is near or over optimum • moisture content and will have to be moisture conditioned before placement. The soils are very moisture sensitive and susceptible to disturbance when wet. If site grading is accomplished during wet weather it may be necessary to use imported granular material for fill. In general, the site conditions do not vary from our original 11/24/87 report prepared for Bedford Properties, Inc. and the recommendations provided in the report should be adequate for this site, as noted above. It should be noted that existing buildings within the Gateway North development have all been constructed in general accordance with the recommendations presented in our 11/24/87 report and have functioned well. We recommend that all footings be supported on two feet of structural fill compacted to 95% of the maximum dry density per the ASTM D -1557 test method. The floor slab This nowt posson1s opinions twmM as o remit .f .i aYrwadans d taluss r.IMky to osetschrical avi,Wr . WY tat. on the cotWorto to mow* wiOM tls Pis owl woottlebders *mahout t Ovoidal, of Or roolool M../..qvo el thr, M.rnoo of our r.v.rrntstlw. our Weft l.. Mt ptdNf41 IRMOMNIPOI OF diactien of or omit Witt f to ewiVWo . We .mpigap, s emu. Our tim.val not be r..awsJMo f.vIii to we Wow on ilia w*ot. Test pit logs, site plan Attachments: SGA, DJC Distribution: • • 02/11/94 10:59 FAX 206 861 6050 GEOENGINEERS 121003 anmemennime Rie Martha: FIELD REPORT 3477-002-R73 Geo , : F.I1�glneerS o.m 8410 - 154th Avenue NE Gateway North February 4, 1994 Redmond, WA 98052 , Owner: Rama Manion (206) 861 -6000 SGA 1 Mewed tt,1 Camden: Mier, Paw Knit Ellingson Tukwila 0745 2 of 2 fheaae ef son Weide= Deeenunn Perna Human: Test Pits Clear and cold 1000 should be supported on at least one foot of structural fill compacted to the same density. We also recommend the footing and slab subgrades be evaluated by a representative from our firm. • 49•11111111. The noire perm saki". fennai w e Prat of at eawrvedene .f navkin nastily to seetee niad sairwrins. We,* en dr aAresw to ernaM withal' mina *d m stifles iern pr►aatwA the darwtan of she prows kreeeeadve cf de rams* .f w eefrearrtadve* ow awls Mw net krkio ewr•ii.n et Osaka of the •awi watt el is anireetay. Mr eTNepae - soma. Our tea ea net be raearwbie far hale we elee safety en die man. Teat pit logs, site plan, Attachments: SGA, DIC Distribution: Sipned: OCT • 18 '95 17:38 HUDSON AND ASSOC - P.1 4.0......-- P'1 . f PICHA HUDSON & ASSOCIATES, I1wt,. Rick•Eudson, RE. • CONSULTING ENGINEERS Chuck Morris, RE. 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 ' 206- 324 -'6160 /395_ 021 FAX 324 -6248 • October 18, 1995 i , .. .Dave Larson . • . • :City of Tukwilla . . . FAX No. 431 -3665 • Re: Buii'ding' 10, ' Gateway North • . • . • . •. • • :Dear Dave, ' ; { . , ••• The anchor strap - for, the 2x6's are shown in section ;• -4 as Simpson : ' • LTT208 spaced at 48 inches on ;center. These straps have been ' • installed with 16d sinkers, .148' inch by 3 1/4. They may also be '. • ''installed with 10d.common, .148 inch diameter by 2 3/8 inches. • The. anchor strap for the purlins,.at 8 foot on center are shown'in ;section L-4. These straps are installed with a 16d common, .165 . , inch ,diameter by 2 1/2 ' inches . • ; , Both installations conform with' the structural design. ' • Si rely, . ic]c Hudson,. P..E. ' • , • • t ' , • GO WA374 � . / ' , . . . .. .. . . :.•., �r�1- . , .. • ., .. . . , ! R io 10 . NAL • ' • • wows "silo'.. • • ' !. : . ' • • • <,. RECEIVED .. OCT 1 9 1995 COMMUNITY,' . DEVELOPMENT • Richard Hudson. and Associates RECEIVED • Consulting Engineers CITY OF TUKWIIA 1605 12th Ave., Suite 18 Seattle, WA. 98122 AUG 0 9 1995 206 - 324-6160 PER CENTER Fax: 206- 324-6248 FAX TRANSMITTAL/MEMO To•Robert Fossatti & AssQciat Date• 819/95 Memo : T -3 ATT,� • Sandra ,stampf , i Re: 95 -T -1.4 (JAS FORWA D� ING) To Fax No:621 -9740 Number of Pages (Including this page): 2 Sectl•ns C -4 & -4 e• ' e e •ans'• bolts which are not covered__ An the General Nates The follQwzx: s c b � nc uded Canstruction Documents attach d to the plans per our te,�,epho_ nom_ conversation "EXPIRSION BOLTS: EXPANSION R)L S BY LTZ ANC PE; ICBO 215 • OR •P••V_D •UAL _ BILL WfIPKEY ..r. 7 r:i limos b. : P `w - IONALs . 4 Z ' d OOSSd QNti NOSQfH T0 :9T S6 a 60 9f1u! t • RICHARD HUDSON & AS � -� TIA'ITES, INC. JOB 'r.? ' Clit - j' CONSULTING ENGINEERS SHEET NO. .. _ OF • 1605 12TH AVENUE • SUITE 18 CALCULATED SY „ Yu, DATE 6 7 1 9/ 9 /"."' SEATTLE, WASHINGTON 98122 206- 324 -6160 .,y, I i 1 I i f , ___J____:___+___;____;_.._ _ v I � .I.,,, I • • _. ... .. - . C� 0 f S .I: ; c , awfG ►LCTt t r i i a 4,4 e.:. t 74/ ,' . : -. /� _t_. .1349 I 1 I '... ! i I - �- - I 1 I 1 ' 1 1 I — t k -, __-- �-- -T --i__.- __L_. -J -. -. .._t -- _- _ -._. . . ( --:....._....4..... 1 ....',...: ,,. . I , 1 1 I ' I i I - I - I I 1 1 «_. _.._.. .., ._._..___�... «.., •_ - �._ J r _ .._ -_-- ._•_ - - - ' i.•• -- -711 • 1 ',.... ... ,. -.... 1 I (. _ 3, ' 1 , � f I I ' '_ � r I 1 - .. ___ ... _.. i ... _ . i .,... 1 _ i .- _..- ...a.- I i ! 1 . . 1 r .-.._.. i • i I I ! I I I i i I 1 I • i I � - _ . ..._ 6. 1� lc...4 .. (.; r4� __ . 1 , s' p ^ T__. .. _.__ * _.. C-4-: , ......y ._ - ; . _ ' �J ' _ Jr .........,____', .!... ......._. __5ir+b M Tr 7 Z_&3 • S 77E44111 ■ f 1 ( 1 I H L LJ I j 1 __ : t 7 rcO ► 01 + r_ . _ `'' 4'; ._ -. .. _k;_r_l "� _13� . . ,_ ? _ _'. .- . _.,.... . TM ' I ' - ; ; .._..,_ , _ � ; i ^- 111..1, , , I 1 ! i ; i i ' , 1 1 1I ! I r f , _ _ i _ _ .. -} -- - �° - -. i . - - - I _- --- .- .. .�-- __. _ .�. , .. 1 _ ,_- __'_— •-(_•-__ . » _..7.» i - -'--- I , i I 1 , i I I i i 1 1 I , , . . - i ' i ! 1 1 I j I , - i ! iI i i I I i • - i.._._i... ., j ' r -...�_ _l._ i -1 ` ._ _ ..... -- . . _L_ ?____ L___ .. .M, ".. }.......L_:.. ' . /_ _... , ... . ' __-.- I __ I - --.-. _, i -. r .._ .�.. _.. 1. ... ' __...•»•..T......_.,i --..._ ' l ' 1 I ' ' ' I I , 1 1 I 1 , I ' I I 1 ' I , , 1 ...., ... __- - ... i . i . . . _._.._ -.. .�. ----„ i __L ' . 1 . .. 1 _-- ...�... «._� ! _..•_. i _,_l. � .. -.... .__ - . 1 I I i . - i 1 1 ' 1 ! 1 1 1 ( ` ...i. f I , 1 i 1 ■ 1 t 1 1 I , ' , 1 I I I 1 1 __'_ _..._ ; .._�...... - 1 • 1 1 • i , 1 I I • i ( i I 1 f . 4 1 1 1 1 I i i � , • � - , -- ,-- - I T-• , 1 ....-L--:----L-,-1.-.... i ... ._._ . — -. -.;,....,..........11-....1-_-4.--;.-.1..---,---.1 -_... 1 .. I ...... I -- ' • f i I ! 1 I I • _- ,.. ....._..,... _h i- -.. 1 �. - -._._ ' 7. ..i.. . ,1......a •-. ,- 1 - -.. i ,- , -- •- - --- _.., — ..- ..-__- I _ _ i ! I I : t 1 1 1 I _ .._ ; .. , ._ 1 .._......... .....• ................_4____;_.... -: ___!,..-...4„ . - ' FiEbEIVEpD - -i • 1 1 1 i 1 ' CI OF TUKWILA ' I I 1 i • I i - _ i I 1 1' i 1 I ALJ6 O 9 1985 i ,... ._ _ __.... _. - I .: _ .. .......L...._...!. � ..._ i._:.. ; ..,____i I '.....1 RMI1 Q N TER .. ._ . , , ; 1 1 1 1 ' ' 1 ,; 1 2'd OOSStJ QNd NOSQIlH 20:9T S6 r 60 Jlld ' • ,. 8 , Q2 n rn '�uAw •' :�v _�ewan�+". f "'; `.f. ' ; "'. f, : i-i , N • R� � » 'r ' ,fi r• '3 ' • 4 i { 9' .,, ' -7 :� HtJD SO��ASSO " �,� ,. ;E• '� � : � � ° " � �� '' The }Iilti Kwik Bolt I1 System continued Ile Carbon Steel Kwik Bolt H Allowable Tensile Loads (lbs)* Dla- Embedment 1Q is 14, = Y = 4 = meter 2000 pal _ 3000 pal 4000 psi 6000 pal . 1 /e" 270 330 380 470 1 /4" 2" 560 590 630 670 r 3 870 670 670 w 870 1 . 530 7~ 850. 750 850 3 /n" 2 1200 1290 1370 1550 4 1330 1390• 1440 1550 ' 2 t----- 11 70 r 1310 1450 1730 • 1 h" 3 1870 . 2130 2400 2800 8" • 2080 2310 2630 2800 23/4" 1800 1870 2130 • 2870 6 /s" 4" 2400 2850 3290 4190 7" 3200' 3470 3730 4190 ' 3 1970 2320 2870 3200 X14" • 4 2930 ' 4130.. . 4800 6870 ' 8" • 4000' 4930 5870 8320 4 3330 4050 4870 5070 1" 6" ,. 4930 8000 7070 8400 ' • 9" , 6870 7670 8870 1 *Does not apply to Poet Nut Kwik Boil! • • When using the 3 14 x 12 KB II Anchor, contact your Hlitl Teohn(cal Ropresentative for load capacity, Carbon Steep Kwik Bolt II Allowable Shear Loads (lbs)* * 01a. embedment 10 _ fa = 14 - 10 = , • meter ' 2000 pal 3000 pet 4000 .61 6000 1/4r 430 430 430 430 0 . ' iti) : 530 530 530 530 • ' 990 1040 1100 1100 3/4" 9 470• 1470 1470 1470 • ,�" 2 1940 • 1970 1970 _ 1970 > 312•' 2450 2450 2450 2450 •" >44•• 23/4" 3070 3070 3070 3070 3840 3840 3640 3840 • 3<a"' 3114 4140 4140 4140 4140 • > 4514 "" 5120 5120 5120 6120 1" 4 7070 7600 8140 9200 > 6" 9200 9200 9200 9200 • Values shown are for a shear plane acting through the anchor bolt shank. When the shear planets acting through the Anchor bolt ' threads, reduce the shear values by 20 %. ' • Values shown are for a shoat plane acting through the anchor bolt shank. When the shear plane la acting through the anchor bait threads, reduce the shear value by 12 %. All other values shown are for shear plane ac1ing,thraugh either body or thread°. • • • Doe$ not apply to Poet Nut Kwik Bolt 11 • 0 :,41 . .. RECEIVED CITY OF TUKWILA • AUG 0 .9 1995 • , PERMIT CENTER , , 49 • ................ rr � Richard Hudson. and Associates . . Consulting Engineers 1605 12th Ave., Suite 18 Seattle, WA. 98122 206- 324-6160 Fax: 206-324-6248 FAX TRANSMITTAL/MEMO To•Robert Fossatti & AssQciates Date: 8/9/95 Memo ,# : T .. ., ATTN •Sandra 5tamp��.i � Re: 95 -T -1 (OAS FORWAIRDING) To Fax No:627 X740 Number of Pages (Including this page): 2 Sect.•ns C -4 & -4 e•ui e ex•ansi• bolts which a e not •vexed �n the General Notes. The fol.lowing.section sha.7,�7,. be included 33? C. struct oo, Documents - tt.ch -• to the . ans •er our to =•hon- conversatton "EXPANSION BOLT: EXPPPSION BOIS BY H]LTI_.fl4 PE; YCBO 215.. OR , ' • ; •V D E•UAL BILL 1IPKEY ° �P i A A, 14660 , EXF►p>:5�5�/1P/�� �� .1 CITY OF TUINLA Tg 6.- 0,245 APPROVED . i' AUG 1 0 1995 CITY OF E TUKWILA AS WED AUG 0 9 1995 BUILDING DIVISION PERMIT CENTER T ' d OOSSti GNU NOSQIlH TO : 9T S6, 60 9114 R O B E R T \ PROI ESSIO\.kl. 111611 \ORTM\ 131 11.9I \O 116 Sul TI3 IIOTF:I. STREF1 FOSSATTI SERV3CES 13111 SF3;O \1) 11 17, 1: SI 3m 23(21: CORl'(1R %Tl(3 \' SF:.\TTLf. it i51l1 \(ITO\ 96f161 110 \'01,11.1. 11.111 111 961313 TRI.F:PIU 1 \E: 12110i 021.11103 7F:LF;PIlO \6: 1811111533.6699 :\ S S 0 C 1 :\ T 1'. S F'\ \:12061 021-9740 F'\ \:1808) 543 -2204) CO \SI'LTI\G F: \I;I \EF:RS RECEIVED CITY OF TUKWILA August 9, 1995 AUG 0 9 1995 David Kehle, Architect PERMIT CENTER 12878 Interurban Ave. S Seattle, WA 98168 Reference: 95 -T -14 (JAS Forwarding) RFA #95102 -14 Dear Mr. Kehle: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings, calculations, and soils report to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. andra B. Stampfli, P.E. 1 SBS:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95T14 2.DOC 8/9/95 _- -- ...................... City of Tukwila John W. Rants, Mayor % Ifirii 0 1, s. ,\ toliw / Department of Public Works Ross A. Eamst, P. E., Director ,‘,. ... . • NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: August 8, 1995 SUBJECT: JAS Building 10 (Gateway North) 11521 E. Marginal Way S. Plan Check No.: B95-0213 Project No. P94-0069 Activity Nos. PW95-0241 and PW95-0242 Contact Person: Mr. Bob Hart Phone No.: (206) 778-2191 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 8, 1995: PERMIT FEE PW95-0241 LANDSCAPE IRRIGATION $25.00 PW95-0242 STORM DRAINAGE $25.00 TOTAL: $50.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at the number below. JJS/mv Attachments a/s cf: PW Utilities Inspector (w/copy of application/plans) Development File(w/copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 .. ... ... -1:.. .. •. •, .. ,... ...r nvn.c..r .,,. ,,•.... .. .. . r.. z.., e:: rensa+ n.. v< ra-.. . r: rr.,'::.. nssr •:,,.i.,.x »- •v::xa,srr..rx• Tar•-. s« m• n: f• q:+ it: 4l r•^ ct' A, T' is .'k:i: €';t?.•7,yY.TW'%t'.I`?: x#L;{;::r_:i�:f�„$�� RECE�� w SGA Alje � ,� CORPORATION GUIV1iVlUtvt 1 Y DEVELOPMENT GENERAL CONTRACTORS August 4, 1995 • Mr. Jack Pace CONSTRUCTION Director of Planning AND City of Tukwila 6300 Southcenter Blvd. PROJECT Tukwila, WA 98188 MANAGEMENT Re: Bldg 10 - Gateway North Dear Jack: "According to John Jimmerson, the Shorelines permit for the above project will be ready to be issued August 7th, after which a 30 day appeal period begins for the Department of Ecology. Per a discussion between John and the Department of Ecology, the building permit may be issued during the appeal period but any construction done would be at the risk of the. applicant. As the representative for the owner for construction of this project, SGA accepts all risk associated with building foundation, utilities, slab, and all other construction during the 30 day appeal period. We understand that should an appeal and subsequent revisions to the building occur, SGA, and the owner, Alpha 4, would be responsible for all changes required and bear the impact of any changes. Please issue the building permit so that we may proceed with construction. Sincerely, SGA Corporation 4/ 0„67 4 . Robert Hart Vice President 6414 204th ST. S.W., SUITE #200 LYNN WOOD, WASHINGTON 98036 206 178 2191 FAX 206 778 2196 # SGACO**084BS • • • CITY OP TUKWILA 6200 SOUTHCENTER BOULEVARD AUG 9 1995 TUKWILA, ETA 96166 ROBERT FgSSAT ?I ASSOC, (206) 433 -1651 • * *REVISION SUBMITTAL ** RECEIVED CITY OF TUKWILA DATE_ d� • q S AUG 0 9 1995 PROJECT MY.E e1 /' p w d PERMIT CENTER ADDRESS 35 i4 S UZ1 I i • CONTACT PERSON / L vi L .. k 2 h ARCHITECT OR ENGINEER rL k.2 hi, R- if( f PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 6 0 C- 0;1 .-- T 1 4 TYPE OF REVISION: , -C /, al si 'C • f - i k f C A I • SHEET NUY.BER(S), �i, �3 • • .Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: • RICHAILHUDSON & ASSOCIATES, II(,,,_, ,. Rick Hudson, P.E. CONSULTING ENGINEERS Chuck Morris, P.E. 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 , r .c ! f v. '' 206- 324 -6160 V FAX 324 -6248 AUG 4 August 2, 1995 David Kehle, Architect TuK�NILA "�` i 12878 Interuban Ave. S. x Seattle, WA. 98168 AUG p g 1995 /1 li RECEIVED RE: Proposed New Facility PERMIT CENTER ' Gateway Building 10 AUG 9 1995 South 116th Tukwila, WA. ROBERT FOSSA1TI ASSOC. Case Number: 95 -t -14 (JAS Forwarding) Dear Mr. Kehle: Attached are revised construction documents for the above referenced project. We have made corrections to the drawings in accordance with the letter from Robert Fossatti Associates dated 11 July 17, 1995. Specifically the corrections and /or our comments are as follows: 1) We have indicated standard anchor bolts. The General Notes have been revised to indicate an A307 bolt. 2) Sheet S -3, The notes have been revised, to indicate requirements for manufacturer supplied prefabricated solid web wood joists. 3) Sheet S -2, The plans have been revised by adding a diaphragm nailing schedule with a diagram to clarify the panel orientation. s I believe that this resolves all of your concerns which are t necessary to complete the structural plan review. If you have any further questions, please call. Sincerely yours, • Ric hard Hudson and Associates, Inc. 42/ William J. Whip key � Y cc: file ... .. .... ....... v.... i' r•..,.... s..... c.........:......,. sr.... ... ua .................. ...� _ ... ... ... ..,. .....,.r. •....,..........� ...,........................ «....— .....,......w.+.• h• � ♦-snl i • • PROJECT # CERTIFICA'T'E OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: tPt. /.¢ Weeod [VA- qv D3 • Agent or Contact Person /Name /Phone: e'b liar 79--d--/, Site Address (Attach map and legal description showing JZydrant location & size of main): // A ) ; A f Iva < 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision Commercial /Industrial Building Permit ❑ Rezone ❑' Other: 3. Estimated number of service connections and meter size(s): 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft. . 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: (Utility) Owner /Agent's Signature: ,% L _ Date: 7 -- .e ` (Reverse side to be completed by water utility and governing jurisdiction) 05/06/94 , . , • ......_ . .. l k s4 .. • . . t 1. Iridifj -- . i • s_._____/).. 1 , , • _1• fve, _____:Ikx.irz.—L_t 1 1 i 11 '3.1_ z 15' ee., __,..0 c e:,, _,...... 4 , : „t- • • .__...... ...._._ ; I . / / / rer ..., ( ,..(,,,/_, ..... . J./ .....(p, , i — • _ • . , ..._ . . . ; , • ,,, tit■'>4 . 1.Z ." . ..`, 7. ."... :4; ' . ... { .. V . Z .,.'... : ..... { ■? ;: s e . S . t . e . j :t■ti t it4tz..:Z.:44•ZZA:o::0:0.f4Ztftz..?..... , .1{1'.:.?.5....'.1;..4:Z;•?....: . 1 . Z . Z.!.i . ..t . 'zd:t{it .1. { . /tvo . :Z ....,,......... i ....,.. Z . A ..,........ " :..?......,i4,?....,•,:...,..{...).,.....,Z...,.z.,5...,..:......Z.Z.,.)..,4.....t*;:..,..e.e.(,..iik.,;;.t. . . • � d l , 47% a s � s 7< JILA q� City Tukwila Q y FIRE DEPARTMENT I f 444 Andover Park East ' Tukwila, Washington 98188 -7661 (206) 575 -4404 • 1909. John W. Rants, Mayor ---..— s i 1 July 6, 1995 i i , 3 Fire Department Review Control #B95 -0213 (510) fi Re: JAS Forwarding - 11521 East Marginal Way South 1 Dear Sir: A The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the `s following concerns: 1. An approved automatic fire sprinkler extinguishing 4 system is required for this project. (City Ordinance #1646) All new sprinkler systems and all modifications to I 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) FL All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV) and Fire Department connection (FOC). (UFC 10.504) As ti City of Tukwila p y FIRE DEPARTMENT r 444 Andover Park East WN If 2 Tukwila, Washington 98188 -7661 (206) 575 -4404 i . 1906 . John W. Rants, Mayor • Page number 2 The automatic sprinkler system for new spec warehouses shall have a minimum design density of .39/5600. (City Ordinance #1646) All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) The fire department connection (FDC) shall he equipped with a 5" Storz fitting(s). (UFC 10.506(a)) Fire hydrants are required as detailed in City Ordinance #1692. . 2. An approved manual fire alarm system is required for 7 this project. The fire alarm system shall meet the 1 requirements of the Americans With Disabilities' Act, l chapter 51 -20 WAC (Chapter 31 Accessibility), NFPA 72 and the City of Tukwila Ordinance #1646. 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) 1 3. 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) i k s� City a p z FIRE DEPARTMENT ..� 444 Andover Park East O Tukwila, Washington 98188 -7661 tl� 2 (206) 575 -4404 /90B • John W. Rants, Mayor Page number 3 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) Fire extinguishers require monthly and yearly • inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 4. 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 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)) 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)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when fkm Annr k miles is onmmelorl firm 0 ll ,�y�11Lq � (. y City' of Tukwila i FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 N a (206) 575 -4404 7908 . John W. Rants, Mayor Page number 4 space. 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)) 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)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self- luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as n......444.rd ,r 4.km Q..-0 1.1;...... n...1... .....1 G �...J_ _. - L - 11 L_ • * Cit �t T'ukvvila 4 1... S Y 0 FIRE DEPARTMENT -.� 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 • 1908 • ' John W. Rants, Mayor Page number 5 properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. Draft stops shall he installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automative sprinklers are installed, the area between draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100 feet. 7. 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) 8. 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) For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. ♦- - -- -_- ,,,_t__- ,.,_._L it 4 � r sti C y of Tukwila ( 0411-A y FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Was 98188 -7661 N (206) 575-4404 9908 John W. Rants, Mayor Page number 6 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. 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 wk� .,»�.., , « w+.: .+ Y.»<N.d.�...«.�,n,smaai asrz« wmKw...,ni.msx. rte ; +. •;:atrt; . , ;; o- +t • y f . i l; ' I; City of Tukwila John W. Rants, Mayor ''. ,, ()'--. 1 /' Department of Community Development Steve Lancaster, Director 908 June 28, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -14: (B95- 0213 - JAS Forwarding) Please do structural review per U.B.C., 1991 Edition. Sincerely, S U1)+ : ( l 'a A. Osby Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (205) 431.3670 • Fax (206) 431 ,; n•. ,. .'Ltil?('.\:": h.;— ..aev x ....»...._..._,....- »..,.,.,..Y >. n.,.-. n. i,. M„ ervvrs... w• .,•n.,.«,nr.ye.m•as,:.,arrwi, «a; •r. « • • • • • CITY OP TUKWILA 6200 EOUTHCENTER BOULEVARD TUKW'ILA, VA 98188 (206) 433.1651 • **REVISION SUBMITTAL** DATE U' • PROJECT NAME / ■ I • k. f/ ADDRESS 1 • 11 A. /. w/ Al tr. r/ • CONTACT PHONE 4.3 "qA 4 • ARCHITECT OR ENGINEER h/LV !A_, k J1(a , ai)J -e •± _ PERMIT NUMBER 2 — (If previously issued) PLAN CHECK NUMBER UA I; • TYPE OP REVISION: f ' /. . . /� L, ./ d� A A r RECEIVED CITY OF TUKWILA JUN 2 9 1995 PERMIT CENTEV SKEET NUK BER (S ) 'Cloud" or highlight all areas of revisions and date revisions. • SUBMITTED T0: . • • ”'" 1+1 trt 1 N1•ntWl ?yt sF i + t:ti atsruicr Q X ' CERTIFICATE OF SEWER AVAILABILITY O Building Permit 0 Preliminary Plat or PUD O Short Subdivision d Rezone or Other Proposed Use: 0 Residential S.F. 0 MulitFamily GI Commercial 0 Other APPLICANTS NAME k- 11441— 7 4 PROPERTY ADDRESS OR APPROXIMATE LOCATION l/2- / —4( tf/ LEGAL // DESCRIPTION 6e4 �- j e 4 ,, 7 “i1 c�ti c`a 0 16 mil / . , L y - map ' tom (4 / I/B. 'M la s o r C e l t . . . , (Attach map & legal description if necessary) +4+4+414+4++14+4+44+41-4 +4+4 F444 +4 + + + + + + + + + + + + + ++4 + +4 +•1+ +4-44-4-+ + +4 ++ SEWER AGENCY INFORMATION 1. a.` service will be prov)ded by side sewer connection only to'an existing g ” size sewer Yfl feet from the site and the sewer system has the capacity to serve the proposed use. OR A b. Sewer service will require an improvement to the sewer syste' of: 'r1 (1) feet of sewer trunk or lateral to reach the site; and /or I (2) the construction of a collection system on the it site; and /or iJ (3) other (describe) 2. (Mu t be completed if 1.b above is checked) a.VJ The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. ' The sewer system improvement will require a sewer ryi comprehensive plan amendment. 3. a.1`` -1 The proposed project Is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b.1 I Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC LFC UNIT TOTAL j (Subject to change on January 1st) METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): Required Maybe Required c. Other: I hereby certify that the above sewer agency information is true. Thiel certification shall be valid for one year from date of signature. VAL VISE SEWER DISTRICT Ma ager T. J. Matelich or Date ' Inspec or, Steven Fletcher �; 6.00 Ac. ' , ,�--` 15,59 Ar. t o \ i. l' , . . M t • \ '' , • • ill 9RUN CARRO5INO � , rn n \� • f4 `t. 55 2.1 Ac•. �' i \ J. 1,SH • � ' ® UW�4 M R /�/£,� It • • \z�.�Z 1 1 10 41 A ro 45.5757,17 114,12 84.03 x• 1 co ~ 15O 1 100 I i 45 42 41, ^39.7 ; I �1) d S. P. 90I:SS ( ' i T`4s ' - ' .� • • I • �. ( 2) (2[3)'• • ❑ e � a Ai I/Z a •-......„, 'sip 6a s • II r". o{-�- , c °t � � u • ,) .���g Js a6a e \,......2./A _ ' t \ / 6 /�/ 7 •�MOORE I 1 , I TOIL, ,, viglik;. ' I • S .P.. 90 -2 -55 1 l ' • ■ . — 7 70.S; : MP aewsaiaTr - --- .... __ _ • 1 �t t51,., ■ UNOFR _ O( ��nd\ EN O\} c. ?o y E'.r�v • Welnter���an9e� ' • s • „. „. c G �1Z Si • \ • • \ s r-t.�_ • a', • y 1 q • • sc 9 St 0 R•A ' ',7.1 eh cc td f 1j 0 4y r :OP.,. N .- '' - • ;, . .:: . ;rr; : Q� ItdTERURBA , •' r :W •, 16.15 Ac. �' Zits` 24 ” Lg e I. EL • • • • ' n- '' ;41,. , 1 '� , �. ti,. ! :•A•N,'.'l•V �. •/I Y + A'!A4l: +:. y .j. '.•AVNQA•.:. �..y v.r•AY,.tiNV:.. �. y r.,•AYV.'.'hn:. y .y •r•A'N,VA' , ` ¢:= REGISTRATIONS AND LICENSES 4 l ..• STATE OF WASHINGTON t UNIFIED BUSINESS ID #: 601 292 201 BUSINESS ID •: 001 ii EXPIRES : 12 -31 -1995 ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION SGA CORPORATION )1I 1 { 8414 204TH ST SW STE 200 LYNNWOOD WA 98036 . } ' q l`.tj"'a.1,n1 { L�i: ' i: 1�l: .NV t 1 ', : i': :... i� , • _ • . Y � \ 7`t * 7 " J .) . 4'4,...,;-, . - r ,, .ii,' '� 1 5 I,,'; 1'' 0. .1� .. ? - 1r° ' 4 « . ; ' ± ' i AN 1 p 199 I.: • , b 4. ;, -.. ' t7. 't • ,4. GA CORPORATION E • ;. L .e :t i.:; .r.: lip• ..ti •" �4:V1 , . i..a 0* # 4 . 1 , • ..•, F825 -052.00013.92) • /NhN\\HN,NrVVhNN N1\t..N \v \1 �� 'J ._ S • AND aD ;c sm. REVISIONS LEGAL D BDILO3NC CODE bbTF tY MAX 114113$4. SWF', , NO CHANGES SHALL BE MADE TO . Dec •91 q�T� W 1 P C�XIgTµJb = 6Z � A$ ' OO Ib _ THE SCOPE OF WORK WITHOUT P RIO R LOT '2B OF CITY OF TUKWILA SHORT PLAT NO. L94 -0020 RECORDED UNDER N -1 - vim, RECORDING NO. 94060 1799 RECORDS OF KING COUNTY, WASHINGTON. TYPE GF. CONSTRUCFION: III -N SEPARATION R LERE WITH ,- �— ..- ��...�_...— ------ - -.___ _ APPROVAL OF /TUKWILA BUILDING DIVISION. :I � ZONING : " ^ f NOTE: amnsiort WILL REQUIRE A Raw PLAN Sumilt7 L V{ SEPARATION ALL SIDE - A mq,'M ADDITIONAL PIAN REWEY/ PEES. SITE AREA .. - SITUATE IN THE COUNTY OF BEING, STATE OF WASHINGTON. - 1.92 ACRES (83 NE T W GRAVEL EDGE _'�' " ��- f =f n ° � Y GROSS - 91.070 SF - -. OCCUPANCY GROUP B -2 OFFICE /WAREHOUSE `— - - 0 - - �) PARKING REQUIRED INDUSTRIAL 1 /1000 SF �_ N FILE COPY a ! 0.4 BUILDING AREA - =BUSINESS M_HERCIAI. 2.5/1000 SF i ! (; 4- 25;"40 . 2. 55}` _ ........-./. --!� - - 1 understand that the Plan Check aPProvalo am „ .,/ INDUSTRIAL AREA 40 Q subject to enure and omissions ald approval of i 22 2,55{ 1/1050 Qg. _. J ' plena tla63 nM BVlhoriae 8u violation of any FIRST FLOOR OFFICE 3,000 ST @ 2. 5/1000 � 7, CRS - -- ai.'optcd Dade °r oMnanda Receipt of conbactor'e SECOND FLOOR OFFICE. 3,000 SF @ 2.5/1000,-- CARS '! hb CARS � - PARKING SHOWN -. : 72. /.4.1.10 _.- .L__ _ :.1 K! �Y /� ly Y�I'— mroa n. copy of 0 plop ,1 it tlped. ~'- KING STANDARDS : 8 1/2' X 19' W/25• TWO WAY AISLES J ( Y �_..: y a BY . a.( A >ll I y ( L TV '( ' L h1' ,°,,,„ ," _ - 1 a y �) 9AY�AII ✓I 6152' OHG \ �14 • CU GO 2 0 ) ∎, U , a_. _.. - z Date J'r ��'� f • (2. OHG 17'-) COMPACT 8' X 16• W TWO I = f i, °UWAMISH RIVER - I N 1 - —IQ -__ 3 L - - i n SEPARATE PERMIT D94NdAICY OF OrOINAICY H1684 WATEK - ' EPARAT FOR: i Ai. [ �/19EN<[7 IV LINE of VEb FTATION - __ _._ -, -. _ _ - , 1 1 Y � I C� I I' . 0 IN U L Y 1 90 7 � - 113- _ - - , � �e 1 � CITY OF TUKWILLA ACCESS ROAD 1 E FIl - W Ic� • � HANK } V 1 1- 4 s c • C� umBNG� IP!! • V- ..- �.__�"" -� _ _ - 1 �Iti1� PI - �. _ _ - 10 � ' ' - g �1 - \ CITYOF TUKWIUI / CA, y z?\\ .'Or-- , •, ° I I • I 9G - I BUILDING DIVISION „c �_.. , \ -..} Ex13TIHG eUI1,pIHG c I,� V ItDt•V.I Y i i • • I �/ <r '' •\ itfs4L.,_ L r , _ � ' I • w Lo N 4 c� cTE W op Y a . . A \ - - i , I - r Ex l s nNC ` � U� i 1 1 � 11I l4 Yt / {_ i / \ ' Icj^ J I �' l , I , aU1L °IHG � - 1 � \ G I ■ I iw c ` �1 ' - I � I VJ 5 C S eG. 53Z iii:,‘■ C A . - I I i "9A _ O % _ - . r,n° 1 I f'ew1D5 I � F+�a'nw;Ba•t�" aall '� / / `1 -_ r r fI I u♦ 1 �, _ - 2,24,S • Fp e "� 1 Rt 1LDING 3 '28300 , i / 1 I 1 - /— r I ._ ._ I I °411W 41R - . - ® - � , Pot \ �I / .' e �: , J 1 pH�dw op . . - . o ('^ , / _ / �• \�\ ,''' - \:� l I ,/ &✓ e ,. l I , o f a . GurH, ' ° D - °' - Jr lu ; .. _ -_ 1__ IW ' S p.1 H 111 c,1.` ,..0., 24, .7 j l +C . -. *9 B � I t r _ 3 eTH SrRe � q y� -- _-I • r �T _ ` . UeN a# '• 1 > z m Li , �� /y ®1111 , C_ / elf`.- iI ^vFl;,J,h. sa. i' I p y' n1rG �p `� 6 R '' x vlouy xQMlt GI wm. 's / _L ® / � = ° w t Y a , w p / c e BUILDINGS 68.45] > " W _ eA.. °^ s Y .j' ^ `_ °" .,. .. � � i llik ��— G 2� S Q \ k ' / '®w a- /Aal`J / ' p / B ING 4 1 / t Y' f /1 ' - . -.P I ` ' hVAIILL Lt x „, , ■ ;° r 3• aa / , r � ) ' e _ +.o' IE tb' °� 14 FHwb k °° R ti /� J 2 2 A `± V I ( ° k' _ - Tti. p I� 1? vWi (,p 111HW/IFV.f / / ' °°;-, R r f , m , T• „s 4. CIF. a ` / . F _ / I /• / P pp ( _ mac '. & . f' lka - t., • o • ,4. r— W'! fAB1 BI , I � , �fl n . � BUILpING 5 37,7 1 '- -- i� _./ , ‘41°.‹. ■ �� �• v � , / r k l `"� G L �,r 7q , r,..,--,---2,,,,,,, �� _ CITY OF TU i ILA .... { � se U ' % W1 � _ APPROVE �, 3 a 7 7 `\ \/ w1Rns �� H'ai ate'..,.., I 1, U C40) F, "� v/ moved a 4w 0 d I AUG 10 199 POW 1 Ike \ �' 6 ,)// a o / - • = . R r. Ra, t H ■ I � n /� N;I T v ,) oa P.hAfLFI o � /. i' 6 ” R r ----- BUILDING �% ' \/ z y, 'j'/ opal 141/ / SAL: 16AP IIAhN9T �,' Tim AJ( I y � J y �, fb9 ni 1 >E I e I�'ThE IUPYILlO Ael 4 k, VV \13...11 ; a: m B$ILDIHG 2.' 00,4,105.e _ I r 'Fa I rk..aa. w�,: �r 4v;d �4c,r. !d d wd �x,.t -Id - I ` CC ,, 1 i. A , n �,d N as I & ;I wOV / I I t s / ,s / ` Zu ^ o = : r I _ 4S �� r r 4 '41 � ua ING B �' b ��- �'I I p I I e ° s ,..,,..1±//,, z =u I r' r 3 A i w � Z' , 6 I/ • 1 �, fa A E, ' I v _96 I � ' fir/ en N '�+ ,G ( J' I j 7,-f#2;, , 10 ` k" ' a rA \- ` / : rl. rea,.,= rw� A 1 _ - `— " "f _ SEPARATE PER . "Q +� � 7' a .A `�y>,f1 ' ��9• re. y. v J .o .--, REQUIRED C X � _7 c '• r I • f- 'T rr ❑ELECTRICAL 33 HN I: . - i •, > . -. ' rw 1 � ❑ MECHANI O YG : L r ?iiii f-' ICINITY M P L. k :. • , I ' I16` � 'd •Ll+lm_ Il � .. P „ r V 35 r S ...,., Ad r ° 22' - r � �I I— fI —I L S 9ewr,i.v '•, 7oe.5, 591v' ❑ PLUMBING T x I � t `! i Y l .:, �l�Y•• �.• I�NartH rH_o r CI GAS OF TUKWI • I � x \� �°* ( Lak c , 4 -- BUILDING DIVISIA • • L1 c(/ P L. • 630. YYY 1 . \ � . �L \ EP \ • � tl e/ 4�I tNdA � 10 F Jc� I I 1 .- I - bw/ -pct✓ ta Mai'a fb e• 1 a FEU, „,,,,,,,,,,.„. �. a II' i' t i r y' ▪ , : ' a }, 1 I - v ` s oc! cF e1.e611ar1 s �`i ° f x In 1 f ! 1 S R 599 ` • SITE' s •v \ F -t , i j ) 0 1 - 1 ,�. 9 j ' i— 1 clTr oFEruK °wlu / 4• Si ) 4 . Kc 3 w, § I. :,. — 'r 1 JUN 261995 . I.� t • F 5 I A �{h ° +r' . _ I PERMIT CENTER r , ® , S 1 T E PLAN REVi 3a SD -1 _ i : d t. v7 7 � ' a O R T H S ca l e: t” = BO' - NO CHANGES SH BE MADE TO • `*. ( �` PP, G?poNCA 24iPgie Il'NU?1W, 141.4.1E THE SCOPE OF WO WITHOUT PRIOR I ( /r i q , r< : A / APPOBUPRIOR I ,. / 4 •I 4`..,-. s , A 5P .5 �- te ' - ^{ + I- f � l h ( \ - fp�� �0 I+ " �J� R ��G '/LE Weil NMU fIkY131ON8 WII! fl EDUIRE A N -•... N• i,p. I 1 I I � / • 6 i_ \ 1 0. FI(i. [�'{II IWlli/ AND MAY INCLUDE An..�_ .,.' - . __. PLANTP 1-- SCHEDULE SYMBOL QTY BOTANICAL NAME /COMMON NAME SIZE NOTES LAND L+ � ^ I 1— �Jl.1 —. f-1 NOTES: SYMBOL ` QTY BOTANICAL NAME / COMMON NAME SIZE NOTES ',�FIfdIBS AP 35 RHODO. AZALEA 'PURPLE SPLENDOR' / AZALEA I GAL. 2' O.C. I. GENERAL CONTRACTOR TO CLEAR AND GRUB ALL NEW LANDSCAPE TREES - AREAS AND SET SUBGRADES AT 6" MINUS FINISH ELEVATION. HS 30 HEMEROGALLIS 'STELLA DORO' /. DAYLILY I GAL. '2' O.C. - TOLERANCE FOR SUBGRADES TO BE 4/- 1/10'. NEW GRADES SHALL 2 ACER R. 'KARPICK' i RED MAPLE 1 -3/4" GAL BIB, MATCHED FORM PF 13 PHOTINIA FRASER! / PHOTINIA 21 -24" HT.. 3' O.C. RESULT N A SMOOTH TRANSITION WITH ExISTING SOD AREAS a i A 14111 P.) 24 PIERIS J. 'MOUNTAIN FIRE' /JAPANESE ANDROMEDA 21-24" 14T. 4' O.G. TO REMAIN. HYDROSEED AREAS SHALL BE SET AT FINISH GRADE. 10 ACER P. 'EMERALD QUEEN' ; NORWAY MAPLE -3/4" CAL. BIB, MATCHED FORM ,, VP 26 VIBURNUM P. T. 'MARIESII' / DOUBLEFILE VIBURNUM IS -21" SPR 4' O.G.. 2. LANDSCAPE CONTRACTOR SHALL SCARIFY SUBGRADES. PLACE 6" OF VIIF RP 21 RHODODENDRON 'P.JM SPECIFIED SOIL MIX AND AMENDMENTS N ALL NEW PLANTING .'. /. RHODODENDRON 21 -24" SPR. 3' O.C. AREAS (EXCEPT HYDROSEED AREAS) AND THOROUGHLY ROTOTILL =° m 6 BETULA NIGRA / RIVER BIRCH 1 -3/4" CAL. 518, MATCHED FORM PO • III PRUNUS L. 'OTTO LUYKEN' / OTTO LUYKEN LAUREL 18 -21" 5PR. 3' O.G. 7HE SUBGRADE AMENDMENTS INTO THE SUBGRADE PER THE m a u v SPECIFICATIONS. PIT PLANT ALL PLANT MATERIAL WITHIN EA 16 EUONYMUS ALATA 'COMPACTUS'/ WINGED EUONYMUS 21 -24" HT. 4' O.G. NYDROSEEDAREAS. r 'm 8 BETULA JAQUEMONTIi / JAQUEMONTII B!RGH I -3i4" CAL. BIB MATCHED FORM CS 12 CORNUS STOLONIFERA / REDTWIG D OGWOOD 3 . GROUND COVER TO EXTEND UNDER ALL. TREE AND SHRUB CANOPIES m w �. 21 -24" HT. 4' O.C. 0 4 . W CF 1 CORNUS S. 'FLAVIRAMEA' / YELLOWTWIG DOGWOOD 21 -24" HT. 4' O.C. A T SPECIFIED SPANING TO PROVIDE COMPLETE COVERAGE IN E a 9 PLATANU9 ACERIFOLIA 'BLOODGOOD' / LONDON PLANE I I -3/4" CAL- BIB, MATCHED FORM PLANTING BEDS DESIGNATED TO RECEIVE GROUND COVER. o o v o GROUND COVERS 4. NO PRE- EMERGENT HERBICIDES SHALL BE APPLIED TO ANY GROUND APA A HEDERA HELIX 'HAHNS' / HAHNS IVY 4" POT 15" O.C. COVER BEDS. �� -_ 4 THUJA PLICATA 'EXCELSA' / EXGELSA CEDAR 6' HT. BIB, FI..,L 4 BUS s�,llra L, WA LDSTEINIA FRAGARIOIDES / BARREN STRAWBERRY 4" POT IS" O.C. 5 CON TRACTOR SHALL OBTAIN AND PA FO R ALL NECESSARY PERMITS 2 PNUS NIGRA / AUSTRIAN PINE 6' HT. BIB, FULL I BUSHY • �, AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES a SOD LAWN SEE SPEC. FOR THIS WORK. O S ACER CIRCINATUM / VINE MAPLE 8' HT. BIB, MULTI -STEM \ 1 EROSION CONTROL HYDROSEED SEE SPEC. 6 ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. E Q . 1. CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, ul E W EXISTING STEPS PERSONS, WORK IN PROGRESS, SURVEY MONUMENTS, STRUCTURES, 0 V I A UTILITIES, EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, � _ rr(rT 1 WALKS, CURBS, AND PAVED SURFACES DURING THE INSTALLATION g Ei _ W . r 12 RP : iwlll�ylyl \ \' OF LANDSCAPE AND IRRIGATION W K. OR VERIFY LOCATIONS OF ALL ,g EI N \` UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK :± i _ 4 RP \ 0 00 AND POTECT SAID UTLITIES. jji 0 � _ _ EXISTINAWN O E AE: . F \ / b SCEENED DUMPSTER 3 CF I F r A r _ \_ �_" 1. r - A. M . ' ry'' � y +rr'7prn,. co m � ' � -� 4 ` I 1 / .. Y �- MIN IMUM 30" WIDE AND 3" DEEP •\ 6 GS. �P. r� ;: v z2 r N ¢ / ICd , �6 • 2 C5 }1 0 o w I- i i d E °. s ia RP ( � � y ` / � s ' a «.� vv Z_ • ,• A / ' 3 PC - - J� V, � +I 3 PJ g Z m, CO l �l ; ' or!, 5 V ' ` N D ' x < N fi �.._i 11 / 0. . 3 VP 1 PO 1 P I .. l i ° n ° n n n Ir n o ll l h lll !I ' e " � "s " ° ,m ...-...a'.. „° �� a j - MULCH ONLY 'BUILDING 10 MULCH ONLY �. ` �II II II Ir=rl L II II II II / U N DER OVERHANG n nKn n - n - ''. /IV A` ' J I - - i 3 P UNDER OVERHANG ,O f I I \ DISTURBED AREAS ! ” """'"" ^""" "� ---- `V W / i - MULCH ONLY 4 FO a � 14 FO 147 P0 00 �� �� \ 1 E 41^ ZT ti....b.,,.2,.... . °..,.. / 11 AP UNDER OVERHANG i� 1 3 VP �, "�n °, !--.. r I � a 3 VP - Of% < - PROPERTY L _ Ka. �� ANTM3 x r I I I 1 ... OI' 1 -: r 13 PO - 8 F0 VP 3 P.) 2 PO O ti ► 0-- 3 VP p ! 3 v F' VEGETATION LINE ,--t DI 4. 2 pJ 3 P EXISTING LONDON !PLANE TR ES : !' Im PO J 3PJ 4 PO ► . f Y O TO REMAIN (TYPICAL _ O . j _ I\ C A _.. 2- _ _ O O 1 I! f -+ 0 10 4 9 5A 5AP 3H 3 3 2P OO P 7A d !O A " r 1 i J S'1 I I a A Si.:, a. cI y -ro a H 2 EA 2 EA BOLLARDS --> ,j' � e . , p . K s1 - " WASHED ROCK D +ty'+ra 1 a ° i 1 v I OF CEU.I . DEED °p ''r�� a. ..� &x�`Z° ` fir- ��° s W PL 4 EA ..,n,. R,�v , V IMU M 30" WIDE AND D� AGE 'U LAYER O BARRIER FABRIC UNDER ROCK """`"" s ' ,2E4 I I 2 EA 2 EA f' "� ��I h a l m k - N � y E �,_ 1 J 71 II 11CIf II I u " '°". L °A a.:<..�e. � W'I 1 �F- IRII IL'- -.II =11 - /,.,--, '" : fele '—[___ ",, ' kr .!---- _. ._,,,,. _ , _, 4 g PG p I s I I _ / lot 1--. .,.".. " t� - o „.v gam.,... .._. E—; L� PROPOSED D:RECTOR� o�. \ ` ' I ` �, »°. �o.r✓.. ' °Y� F- . I /28P <4 o - , �' ' - � i CITY OF TUKWILA W —? 1 —PRESSURE TREATED 2X4 HEADER �' APPROVE y /� / 3 PUMP STATION LW' GRASSGRETE SUPPORT WITH 2X2XI5 WOOD . --- AUG 1 0 1995 J _ —- Hti STAKES AT 4' O.G.. f;} �� ■ CITY C T E gan AS N OIEU DECEIVED 4 � ( \ \ \ \ \ L AN D S C A E PLAN BUILDING DIVISION JUN 2 6 1995 Z EXISTING LAWN TO REMAIN > ` i/I PERMIT CENTER h � SCALE I " =20' STATE o- 4 e / �\ 0 � u \ �4NOR P PEHTE i EXIStiNG SHRUBS TO REMAIN � � �' rumbaugh & Associates � - fI [_ , R +c t -1 m °m d r � - L. L 1 , \ .. 4` <<„ \_ \h` - � � \ _ _._- __ - - -..— —._— .. __._.._.— _._ K CERnE CRgp u08 +.B Fa .3.9Z2-1105 Landscape Architecture £��� S Cs) _ -L L i 335 Per Place Suite 117 \ C v � A ARE H 4 8R ----- --- ..�_. -_ ---- trk/and, WA 980.23 _ _____ _--- EAST MAl2GINAL WAY SOUTH rA .. - .,. -.. - -.. _ .. . WWi.A;4Ai7Th�°rrr rrn t'I I'T 'r P144nW 'wti` -f 'r ,rm .':'I __..__. -.. .. -._. _... i -.. _..._.. I ^PvrrTn�1 , U`I7T`Tlm E-- -- Y L,- DPAWH ial3l l•AWN NEAri • O 51- O Hai 0� UIN NEGTIDN QUIGK COUPL5tZ' REVISIONS HOT DR AWN TO 5LA•1•F - O'( '(0 a1.0 IRRIGATION LEGEND Aivla OR FAO HEAD.lof $ TR9°tI1E� ®H T DRAWH 'FO.60AIY MANUFACTURED DESCNIPTIOHIREM11RK5 M1G5H if Hilton GRADE SUPER JUMBO PIAgHC ( 55UR - P DUC4E\ VAWti SYMBOL REM • 80' 1111 . WISH 1 f t {{ 1,414 YALYe• Beat (IF SHOWN aH 1 41EHp) lH GPAt7 !ID ® Lawn nail Pa bi tl 1800 rtes PoRUp aP Y p M m. eo4 -- _ – I = _ FINN MAaIUAL Dlzparl VAWE _ .4 n van so vat august al required. lmilper atlal POP -UP SP WY HEAD °IIII F I ���"1!I 110— OUILK R _ ^-� I ®i11I1 I V - LDUt�IHE1 m Shrub/Lawn Head P 18a b tl 0 wades Pop-op 4.1OH dj spray sprinklers. -- aI. 11/111 I: J ',117••••27" p C GoIPLE /1804 t I psi adjust per tail radius It mrequired 70 MAR11a It' 51U6 -11 I 1 1 _ j Ej I I `— L• e rw *VA so roau asuil parde a t. K - LLeH�1Nt k5 ¢E!+ G • (z)90PfAMBMA'ticii 400W lie SwAtW RPI%(LEHGM A5 III' MAINLINE 8 - / ' 1/2' (WSERT x MIP� �i KtQUiRED) 6HUl -DPP VAWE) 5a4. 1O FEMALE ADAmiz ,p : '1 mim DI Shrub Head : Ra bird 1800 series Pop -up spray p N jimmici SLAT: gO HCPPLE RIPPLE '� � —7� 1806.15F, 15H, 150 so psi adjust radius as required. 1 PV6 LMERAL WV (4E+ldlfal A5 P - 04 2 R0) .eO 1 (OR,IH['1'" -) C3) 6a. 9O 3 " Install perdetail it IVUP SZHELK VAI�/E F1FY >< Ftvs aJ(kEET � e ID .: Shrub Head Ralnbird 1800 series' • Pepup spr spr nWers. I��'`,I / /� j/] / - I, �0` M IPt R FIP1) 1808- 15SBT 15EST 90 psi adjust radius as required I • ® KE `L/ t V (NN 1 . L VA1 —\/L : i Install per detail NI 1 .vP/t'I TO 5 ® �uk� � 't ` VAI.V7; O Control Valve Ralnbira PEB series Electric remote control valve NATO Nor PizAWH 10 5 U k LB 150-PEE Install per detail N 2. M ¶G an-trim, 5TN{DARD YPUIE BOA GO 40.11:01.. WIRE - PIH151.1 GRADE VALVE MN 1' -- . I FIM1514 GRADE C Controller Raaelm ESP:c Idoor/Outdoor hyoid cpmroner. wan =IIIIIEIIII .� jIIII= .s IIII I „ I • pTiIVE bLEL /E ESP -8 C mount In approved budding localbn. ^ NJUHLIHE Rio • h1AHUAL 9RAIH VA.V.'� I A Rein Check Rain Check Automatic Rain Shutoff. Wall mount in q •— •Il ` ' '' A —r —b � _ ui 5 We MIN ..,HE 40 - MO (sin- 5Px PIP' (f ) approved location ��� )$LN 40 YO °S1REliT IPi) _ill _ill - C1�5LN 4O 9O E. ^ . Shut -0a Valve Wilkins Model 850 (1.5') Full port ball valve. $�(yj.II 1O FCNAALE 504-40 FEMALE ADAPTER EW 3/4 "(MIPf +F ADAPTER jet X10" :.*" CIAwrR riff) - Install per detail a 3. '1F180 UHIOH CO WNft'IWE) - (( I)�4 ° SLF1f0 WPFWi R jMIN. le" I.BNG k Backflow Preventor Wilkins 950 (1.5 6(.14 ®O HIPFl.N`•6 (fir x Fun') 1 Double check valve roman per dated a s. C.) CGOt'H l%H06 OP WIPNE) I (I)�x}' � xH 90 NIPPLE Presse Ae W ns Matlel 500 (1.51 U IF p exceeds ]5 p Ct .l(1.441413i AS REQ O W I — MIN. 3" LE t�R ) - 1 CU. FPT MACH P-d-lc ' s tandard par spnnV range 3 EXISTING STEPS Install data I N a Ma D n V Champlen 20050.0]5 I nstall @ P O.C. ONLY, per dera a 4. ^ T^ !•„ £ IIIIIIIHIIIIIIII VU I J Iillllllillllllll Q Ou irk ur C oupl in g Va Reinb 3RC Inst all @ ONLY P.O C. ressure ONLY, per tletall M 5. � with 330K key ..rryy.....�I / m o / �b Mainline P Class 200 1 1/2' 1--1 f a C D 3/K Leleral Lines PVC Cleea 200 Size as Per plan, 9 /M1" m nimum. / - •- = Sleeres PVC Schedule 40 Install per plan, 2' minimum. 1 1 1 a 8 tu - i / ' ° HEADER y r D 4„ . / • / r Z / / +M.7 a , / , D IRRIGATION NOTES i. � / RRR L� j. c2, " I • irrigation contractor shall be responsible for locating and protecting all underground ? 4k _ utiliti " r I es \ D I • Head and pipe positioning Is diagrammatic adjust heads to provide maximum coverage, -'. rn • ♦ ( i - 1 0 - •Use Class place In planting areas unless sleeving is shown. z pipe for all mainlines. Use Class 200 PVC pipe fOr all lateral C / ` } I 14" I„ 200 PVC lines. �a G EXISTING LAWN TO REMAIN / 1" D • Bury main line and laterals 12.18" deep. m i. / !I R 1 • Size sleeving twice the diameter of line running through (1 112' minimum). / / . BUILDING 10 cc • All valves shall be placed in plastic valve boxes with snap lids. =•• O_ ` , I W • Backflow preventor and gate valve shall be placed in a 18" plastic box with snap lid. f ( (" ' I° / •' ,'-� I _ D I ] Set top 01 box at finished grade. • / e. Id — • Owner is responsible for 110 volt electrical hookup for the irrigation controller. 1 • 1 - _ • irrigation contractor is responsible for controller hookup and review of programming Il■ Y " _ with the owner. D • Use 18 gauge multi wire for control valves. r 1%s 1' ' 1 < • Owner is responsible for annual maintenance and adjustment of the system. f p / - - IV 4. I • Refer to Irrigation Specifications or additional information. Z CC - Oi , ;. I p a ja . 1 . © A � s ayy �t , 0 4 pfI ill - i5 w ,' a 3/i A� — � ;7 /a u _ - -- w _ -_ —__ 9 / 4 n D I n" d r I _ These lens have been reviewed by the Public O H � ' Works Department for conformance with current I 14_ NI • 34', D ' LINE City standards. Acceptance is subject to errors F- Q - R9 (rf and omissions which do not authorize violations of Q (` - adopted standards or ordinances. The responsibility 0 I k'---1142.-" hWIM /� � - for the adequacy of the design rests totally with E Z I E1 the designer. Additions, deletions or revisions to these draws after this �ll - I acceptance and will require a s or • 3k•• 'A4 revised drawings for subsequent approval. � _ - - D Final acceptance is subject to field inspection by y r __f__[___I___ j!-'14-' the Public W utilities in p clot. I V orks r„ f 3 I d e 3Fy � ) Li 1 — 3!e "� P - 11111 D I 4 — PROPERTY LINE Date: / /1 / J By ; / ¢ / � o g - II - ' // o i —. _ H °_ .1 • CITY OF TIIRWILA b 1/2 0 _ ° In _ — . 'r4— _ _ _ � APPROVED WWDHEADER ' ' AG 101995 as Ng1Eg ,V ® Y�: JRS BUILDING DIVISIO 1 < �� p - ? DATE RECEIVE° . 6 -. / 2' 95 CI TY CF TUKWILA • • JUPE 2 61995 m i l E a r ,aE rlo. RMIT CENTER WAiNl . SMOLT filar r \ ..IA.�1+Iie ' / I - ` - / JPIM W.MLY6YNL1. L _ 2 \ olartlaloAnrso.w EAST MARGINAL WAY SOUTH 2 D12 _ s , - • . .. :. ' " ' '. . . GRADING DRAINAGE & UTILITY PLAN ,:—.:-.! ." 2, .. . ,- , .\, ' ,-.-. , ; ,. ',:...-.,.:- - .5.,\,, ,t-E;,.... \.„...,, . - - . , ,, . ,/, - . , 1.- , .,..- ,.-„,,,,,, v..s: ! - , - -------.,--' - ---- ' '.,;• 1 c_,, \.,. - I.--..,-:: : ,.....,:,,i, ,..,,,:::,/,.:::;',,:'.. vj :, ',,.., , '.--, ,,,,,-, ...„— , - -,, ,..;/..,„ ,.: .,.......4.„,,, , ,..-J .-• ,-, -,-,.• ',.:i.',I• ,, , ,.. Y,- :-\ ,.'' ::\ SCALE : 1" = 30' : 1 -- ' 1 \‘',-,,'''' ' , l''. lip r ' '';/ :' ..\ ,r;,1) '14 4- ' -- . ., ., -, , 'I' ;'4g-,.., ,z x.., \\ ,, , --- ,46. E ___ .. . , L , ,';' ,. 'w..1_ , , ,, ,t , „::_-) , -„,.*-; , , / p - 1 1 KW I L t,„ k,. ,;,- ',...,- ''„ • . . , ' T, ; ,.. l i , ,6,,,,,,, i .-, \ ? G ' t S. MSL BM 0 . ,--- RIVER - 67. iiII,2 ...., ,;' ,I _;., , ; ; 7 ■ ' erZZ3-- DUWANUS 790 e ---- \ ''',.' \ .' n '',"---: v , t: \ 1 ''',' '''', . .. , '; '' -- m 03. 9 ,., rz - 7.29 EASEMENT . la' . 39.32 _ pA-N,,, . e. I ii _____-__ 0`61 F.. ; f 41. i - i'. ' 11 I ,\('`, ,ay„ ' ,,,,, , — .....t. - 2. _ _t___ ______ , --.,.1 . ,.k.1 :11 -...,,, . ;,.,.,,, \ 1 1 , i ,1 „.1-F1,,-....: ,,,. RE -'-EA'f.C-ES:EFIt'A'D' ' woo,000011°. - ..8, i,,z or' , yo LF 12 ',7 • E 00001110 ' ' VICINITY MAP .......-_____......_..... -- .' '''''''''52.:, it , W,. ts ' 2 11 s _ . __ . ,, z2 , E 2; RU ,-u.,It E wii.s____-- ' P9E 6 °.61 --. X. IV S. ' d, -- Thesp ri npve been reviewed by the Public i _. aw , TOP OF .o .. BANK - Th r ___.-- <;,- £ n FE 5 ' '' '' 1 , 1 \jERris•CCESS Works L , . ,Lp, 1p / -P. '-• r ir . City standards Acur ESZ,',,r* ''" )'*-- M -- \ - 11E 1 .. sTairES • 2'.' , 20. 5 :.. " . 1 :,::,'';' 1 1 i 19. 'i nicans .. E : • I . ,, ----- RBA • /05• W Ill - ' ' . .., , ''' ''1,,'f':11 fa ny omissions w rd h s i o c o h f, to ,d ..„ e ,, , ,• c r r . , .; ,. ;;,,, , f E : ;T:g is' Pon '' - 4 '.. % - ‘1% ----. rdmic ,ctlu ns . i lev i ir • p..... . \i'kVi ' ' - .C .. _ -- --- ------ - -N ‘ i< I' ', ' ,f,fo./. he de c ., s , o . , ,,.,, \ I.E. - 6.3. , 9116111 after this date wl veld mis : „ ' `•' \ -Nir . ' ,1 . / ,----- coolant* will require a resubmittal at <) le • , \ \ a , I / \ \ 't, .'''',.,,,,;,;1*';'.t.;;;, ( ' 1 ' 1 "vised drawings for subsequent approval. ,I, ct '''*i \ ti ' ' \ / P \ M\ / / I II ‘ I \ l'I ' 'I'' '''V ''' '; '''.....1_, I \ PROaNIDE CURB BRE .KS (1 ' - 1 '1 . '''' t ea '' ;4:0 '''' R '''''': \ FOR DRAINAGE at I ". • ' 222 ^niance is subject to field loopection by - `, - ■ ' 'Its utilities inspector. \ a V.X ' 1 \ By: c iji te_ c„.„. CO EX. CB f,,•• 1 SAWCUT XaT PAVEMENT 17 SURVEY DATA: 2"..1)■?iz II ' .' \ i \ \ Il ' I ','.., • , A ''... ..-(...:;:•,-..,-.- ' z.5.,=- l VERTICAL DATUM U.S.0 R °uAuTY ,3 •: I ''‘■ T 1 NEW A.G. PVMT.. SOME a) BOUNDARY FROM ALTO. SURVEY MAP BY WILSEY 0 NAM DATED X 28-8 ,,,, \ , \I 4-* . t . 1 8. . ./tURS 392-6-11. c.‘11 % , 9\ '''' \ 1 REGRADINe MAY BE REO'D. \ 1- ' ' ;' 1- 2fx, .1 ' ' \ \ \ ' ' , ' ' ci \ r ' ELEV. = 11.58 . - . EXISTING BLDG. (EDI) \ • ''''■, v ''''. ,::;'.'': k \ \ \ • Ve.i.;:;..,..,...:t.:...:;..-...;.6.5: _,-, ..,,, \ \ TOPOGRAPHY FROM BARGHAUSEN CONSULTING ENGINEERS. NC. ON 8 .,. PP , (I_ 1 - Y 8. 10-7-88 THROUGH 10-14-88 AND 11-7 88. F.F. r. 20.5 \ \ ' • • ' ‘ .- ,e \ ..,,..?c.. , i'i,-, o■ 1 \ , ,^ I, . i . . \ "°' 7 ,',,, . , 111 \\ - \ \ , . - ..- , ,. , , ,, 1 A, ----,,,, 1____40, \,.. -21— - --,, ' -'''' II & II ' '''''' V- A ■6 EXTRUDED CONC._ 1 '1.' t_ \ \ 14 - 2° ' / i \ BUILDING 10\ . -,„,,,,,R,,,,, 1, , .".,... _ " . •,,_,,-:',,.:,_.:,..„,,...,:_.,,..0.____,„„„_...„ •,...,7_,..,.....„..._,.,...,_ .5 ,..., ,...,,, A\ 6 ,, 1 7\ /..\\,' kV6,`'3 - ' 3, -, -1 / ' F.F. = 215 \ . 7,o,,,Ts. , , ■ k_ # I \\ ziA \\ DATUM. N.G.V.D. 1 ... i ,1 0,1 ti 67 LI E6 • .''' .. -- 2--- ZI E M W = C' I ' 7 T O YPE 21-1 I I . , "A ' k[RE i ,E75.2 \ Rua = la S L.._ , , y 1-8 TEE 1FLAM,B 2 I 1 .' NEW A 8. FLAN9E =A .., ' -- — I . ... '...- \ \ E -15.55 / , , ,, ' , \ \\PER GIP( OF S •S. I i 1 \ \ - 'NEW ASPBJ . ,,... i ,,, :,,, , ,, CONC B OC BM - URS 392-6-11, ELEV.. 11.58' - , I i, 1 . \ , .,/PAVEMENT .. 2 , \ / 1-' ',":\ ' ' , '' '' ' \ \ \ \ . ----- - . ,,- -. • / ----' ' r6.° r'' V \ : ' ' 1 C .'' '': '',.. ', ,' • " - , 11 SE DETERMINE91 R. 2Y 1 ,A 8 -,, .ii ." ' 5 l \_61 . El c„ D A. KOkAT s. E . AXISTINe '''''. • , " - , ' A ,CONNECT TO EXIST. 8' ' LEGEND: i ,, 'i l \'' ° • , „vz6 , --< ( 71' / tz , ' - - \ 2/ATER AND EXTEND AS 1 / / f--,' ' '. L B.S9 \-_- PROPOSED ASPHALT PAVING ._Ex. so PROPOSED CONCRETE WALK L, . ' ' 1 , , , „ , \ \ \ \A SUCR'E4NLEEDR / 4 ---'f_ , 3 .51/4 ,..; , ,.. 4,....,,,,,, \-----„,.-„ PROPOSED CONTOUR 1 ' ' ------ --- \ \ / 4 A. ' \ '',^, i l l t 9 .,7 EXISTING CONTOUR - 2? 'i 2 ' ' 1 :8 A ./x PROPOSED SPOT ELEVATION 7 19.0 ' - 1- 11 ---- c -) j 1 :,\'': ) ''''-‘1 ,-- -----• ..,,,, ' ' 87 . ,. ° 'I r. ' .„' \ EX. SS\ PUMP STATION • I -__ _--- EXISTING SPOT ELEVATION '' , FX. GRAvIT WEB ■131- oTHERs1 PROPOSED STORM DRAINAGE LINE ■,...--===....--..... .. , I . t : -------------", ...-. 4, -( \ .4', o ■% ' , 4 — __18 x. z s , / , / .._ .. 2 ,_. : ,,4 7 .,.. :7_ , 6 EX.15 SD bi EX. CB _,,,./3-p PROPOSED WATER LINE 'L--- 7 . - , -_EX. , B 0 *1.1-9, - --- — 8 - , = I WA" inti Itx ---- -1 -- 41: - _ - •__ --_,,L... 2- 8 _.---, , ,, k= ''' ■■s-- n EXISTING WATER LINE PROPOSED SAN. SEWER LINE CITY OF TUKWILA . ------__________ si'7'il mit ,...„4 " - ". ' - 1 1 ; ------- ti — li'x. ' — ',% "---- ,•---- -- - ------ ' x7Fss-- ,,,,/ ‘...,,,,... /..' NEW 2 ' 1E1E11- ‘ 11 -b IE :713 ._ . EXISTING SAN. SEWER LINE APPROVED ' , INSIDE DROP PER VALVUE , ,,, .._.-W- AUG 1 0 1995 - - NI J 4VI EK. DB N 8 • -----,----- 0 --- ----... --------/- -- - -,21 ---19:- - ----------1--. - ...' '',..; 101.13' NEW 2 1 ‘ SEWER DISTRICT SIDS. 0 • I es , /0 ...,,..., 170 .00'R. 47.00 ..... s s 2•47•48'`• ,„ ‘,7,?.., us , AS NOTED . . r \ . 11 a -V I M EX. PH EX. CB BUILDING DIVISION Bil -C , . , ''. . 4.:?s•d - ''' '' , .. *: EXIST.. t ' ,.___. . , ,, 5 1 • . \ , A, / ' • •••• . ' '' ' . S 116TH ST ' . , , ,,„7 . , , -- o WKTER \ I ' • 1 \I RECEiVED cc co zo --- r / \ x. ,\ c r CI T AVM V I LA , MBLE D JUL 2 5 ''\1\ t 1995 JAIL 2 5 1995 E TE . CTOR 11 i15, TUKVVIIA PUBLIC w011KS 1 EE, • ' / PERMI GNI Y, F I • ./''' 1 1 t I , „ .,.. . 1.. A ......_ , . ,,,. ..._......... ..... _ „___.... .. 1 ,..,. 3 4 5 i 6 7 ,,ki '2,.' h^ 7 ''''',!?• ;Ilk; ,.; IF T1-115 MICROFILMED DOCUMENT IS LESS r^ ' SAN. SEWER NOTES: G /D/KH PSAINASIT NOTal I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR i Combasllon shall be In accordance With Vol Vue Sewer WrIgt COODOti Speclllcallons'R • MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CIIAPTER IM CN yy// TWwb PpyWppb Wesha Serer CoRRGctry���lai 6 Va �n8p r e ' AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APIA) AND CITY OF TUKW,I IA b msr 6hingML Conlrael hd proVbe CefII11cole DI 111$D(�LO'' 9 a1 VUe Y STANDARDS 0,10 SPECIFICATIONS. Sewer (Metric? N amount ont of 1,000,000 Dollws 2rm6(ned *Ngle body - Nary and Properly Damage. '' CONCRETE BLOCKING „ 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR TOE MEANS. METHODS AND SEQUENCES • ° 2... AI PVC plya sd�il snag meel •Nara siren lh mWmum of ,6 of the q ^a OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON 111E SITE. r. tyr TT. OIa o f G j A ap•UlkaOons D - 3 - 3,473 and may be PVC 7 46, DI TAP 8'AND LARGER 0 Or equivalent MAINS. II 1' , 3. IT SHALL BE THE CONtMCTOR'S RESPONSIBILITY TO PROTECT IN ALL fad UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. 3. Maximum allowable deflection as ea JI - Joint shall not acid o�Nlf of the manufacturers 1i I � ( n. DAMAGE DUE TO CONTRACTOR' S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR' S rceommcM permissible ed permissible deflection. { w,J ^ F , EXPENSE. 4. Slope for Ode sewers shall be 2%. T APPING VALVE •i f .. APPING SLEEVE WITH I ,h 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE WITH MJ OUTLET ?()1 OTLEFLONGE - All s ide ,,,coda ,lull be o Aaarati 1 and sham be mafkS for bat On w4a4 slake. - MUELLER M - 68T - �� MUELLER M - 619 on EQUAL FOR ar.3) (--,, 5 SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST PP q "• 8At l u& a painted white, marked • sewer' with deptB. unless otherwise approved by the engmdcr. OR EQUAL. .4•24 01 AND C. MUELLER H-619 FOR AC. BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED stall CAL BLOCKING UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON - SITE & New connections to =tutor facilities shall be make off moll upstream construction tr E RASED, FOR 11 1/1 I /2'- RINDS _ NOTE - NOTE - I f� S EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND IXPECTED (SEASONAL) tested, cleaned and accepted MI cea 55000 debris and want shall be removed prior to ROMAC SST 111TH STAINLESS INSTALL STANDARD •X 4" � t CONDITIONS DICTATE. MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED E. STEEL FLANGE LS ONLY CONCRETE VALVE MARKER I A INSURE COMPLETE SI LTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, opening INC seal. S12( ® ®��S APPHO VEO EWAL. NEC STANDARD D NO DETAIL N0.9 - - ti r,` THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGAtION AND 7 means br au PVC sewerpipe shall'be class %with mlnimem a(' 6' ova mp of and 6' belo �Lay�, Mg RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE PIS \ ��kl CREASED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND n1•NiP/ l�[i+ STD. DETAIL No. 3 -CUT INTO EXIST. MAIN ^ ABOVE XIN1MlR1 REQUIREMENTS, AS •MAY RE NEEDED TO PROTECT ADJACENT A All ,,mesa ,.,,,ii be cumpawW prior b ,,,,,,,,s aewet ,,,,c, WT.„,,p�ne. \ (14/1.1)♦ - -- lig 1.11 ( J PROPERTI£5. 9. Side seem shall be toted for acceptance at the same all a Lime We r. •f0 sewer b tested. N 5. ALL TYPE I CATCH BASINS SHALL BE PER ADM STANDARD PLAN NO. 52 WITH APMA �� _, m amrta TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND CRATE. 1R New connections to casting manholes or saws lines shall D {sealed of mill upstream � kk}!t(I ®�' (; •• • ooew0o b Is fan tab., tested, chord and accept(& AU comm.'. mm.nba debris and to shall m iG1atI1 , iRSYF1C91 6. ALL REQUIRED STORMIATER RETENTION /DETENTION FACILITIES MUST BE CONSTRUCTED • .. . - - . ff © AND IN OPERATION PRIOR T6 PAYING AND BUILDING CONSTRUCTION UNLESS OTHERWISE remand prior to al g seal. kall i lit Y APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. vMfy prawmenw p • 11. Contr actor shag lam tiam and dim of W amities and m . twdpe ,',Bella shown Woe Plans b not the Wars. and .ppamdmete bulb v - , "`� 7 . THE SACKFUL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, O f mum= nd within m HRM IRrmleed by searching walkable, walkable, public document; ad the P X4 � , il % @ T1 9Xw0 Y., PS • • WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 MAXIMUM DEFER EIGHT INCHES peal may b e aomewh NOS RI L Ene nor warrant that a. dory nlminR 111101 O1/Lti1 l9ii8�'nGii1FS4 to j �� m _- - (8^) THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST UTERI, have bMEN Oleep Mown. It shall be IbO contractor's responsibility to notify the appropriate Militia - I TISS E�1 IE)1VL731 - FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. Involved prior construction activities ag.: l ulifLYI , MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED' 11 C FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN, OR ROCKS OR 12. Contractor shall adJust all manhole rims m in flush wTml finished grade& N. ki �). ININGEOCIls S S ml. COLD, DEPTH CLASS ASPHALT CONK PAVEMENT PAVEMENT CHUNKS MORE THAN SIX INCHES (6') IN MAXIMUM DIMENSIONS. ' { C ONS, OR OTHER i2_ �rH➢ON3� GALYANT2E0, THREADED RODS • changed UNSUITABLE MATERIALS SHALL NOT BE USED 13. Number and location or side sewers shown are approximate only and may be as • required c... COMP. DEPTH NR' 14N2 CRUSHED NOUN durin e mnira„or shall n0 4 POE 45° 00!01 AND PIPE CLAMPS • B. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASIM C -14 -2 OR A I %ro^s 1 'th notify engineer Mica awes locations arc VERTICAL BLOC %111 II■ C - - OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED TED determined. l�Ia I �T VEL BASE Y BE REDUCED BY SQLS ENGINEER DEPENDING - MIMI METAL PIPE. STEEL OR ALUMINUM PIPE SHALL NAVE VATERTICHT CONNECTING BANDS l.. Contractor shall maintain s mWmum of ID feet separation between W ta an d sewer lines. '� ®® S (I♦ / ' Wl ON SCRS MOTIONS L l „ CONFORMING TO THE REQUIREMENTS OF APWA SPELIFIGTIONS SECTION 60- 30202. Any conflicts shall be reported to VAL VUE sewer Nsuiw trod the oleo= prior to t� NOTE E 1 12 y STEEL PIP£ SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, construction. construction. Iill�k37/' c ?1 y , 5 TYPICAL PAVING SECTION � ( OR BETTER. !gU(i�lr�R�dll i / H DUTY T RUCK SECTION 15. R shall ion the contractor's responsibility Ignal to arum that no conflicts Baba barmen sanitary sewn � B •-r • 9. BEDDING FOR RIGID PIPE (CONCRETE OR IRON) SHALL BE CLASS ^^ PER APWA O � and lin prior to construction. 1 t FkWL7�}a , V •�1I - NTT _ u , STANDARD PLAN N0. 62 (PEA GRAVEL FROM FOUR INCHES (4^) BELOW PIPE TO Prop„od or existing storm p rt. • / L , to ° SPRINGLIKE). BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) - �L / P O O CO. !A The cleano^ts to be imtalkd as shown on men slue srnet M t he b uilding connection. NOTES: D I • \...' G CLEANOUT r25S BOLTS TO J J// BE PROVIDED OEO FOR CLEANO S. W SHALL 8E GLASS 'F' PER AFWA STANDARD PLAN N0. 62 (PEA GRAVEL FROM FOUR ' INCHES (4') BELOW PIPE TO SIX INCHES (6^) ABOVE PIPE). TRENCH WIDTH SHALL 1. CONCRETE PPESSIRE ANT HFHT 3500 505 PST CCA'LRETE BASIN ON 200 PSI vJ.R OF WAY I RI PR 17. It shall be she mntamois rrsponslbihry to notify the tckphone company, Me gas compa the • CLEAN ON PmvAOPEpTY F D E BE s BELOW SURFACE wry. nos IS GREATER. BACKFILL SHALL BF. PLACED IN SIX INCH 6^ p ower company, and the able my company prior to oonstawion so that these other uohua el v ' y ER0005 SCRAP ATTACHED mw BE 40 INCHES MA%iNUM OR 1 1/2 TINES PIPE DIAMETER PLUS 1B INCHES, WHICHEVER T A I ( ) LAYERS COMPACTED re the n• plans for the extension of their respective utilities. It shall be the 2. TO OM HEN P ER FIELD B RESTRAINING 8003 RREQUIRED RREQUIRED 0 ,^ a o GGGGG�s i TO 950 MAXIMUM DENSITY, an prep, c bll I d h Bann E L D I L a , • O ? a 10' 2 SOUnRF come PAD contractor rapom bIlli y to coot finale these ac g construction. RFQUIREMU(IS I • y • 9 , J ;.• '1 o ,4 /$ / 6' a3• BEND - mot 30. EXTRUDED CURB SHALL B£ BONDEr TO THE ASPHALT SURFACE WITH AS EPDXY BONDED �_,L I ` \, y I.0' Ca _. - I.0' WYE WITH S BRANCH '\ r AGENT SUITABLE FOR THAT PURPOSE. PLACE 18 INCH, S4 REBAR AT B' -0 O.L. I8. All manholes to hoe. minimum of 2 lest of rubble and 6• of pea gravel under Ne base. \ (•;s $ w_LOMPACIEO BALy,(j . IN. Al male Ines b Neve a minlmam of 2 1..1 of loandallan BIDIX FOR rubble and 6• • VERTICAL ING R 111 , 22y, -� r � - '11.. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL orm Aev.l under an Iin.s, and to have an adequate 8 equal compaction of of alder 3o ° 45' NO 9O' 880$ �� - _I • •' OF SOD, ETC THOSE AREAS SHALL BE HYDRO- SEEDED HIM RYE GRASS FOR THE of Um M.& p. � . PR£VEN"ZON 0 ON -SITE FAGS ION. SE# 710.N WFI S PER l NI L i I-I I NSTOLL wATFRTIGH U, PL s P PIPE .PH.LL:BE I O .{ PRO DING T ,:, f1 NCft DETAIL r I 17. ALL PIPE SHALL BE LAID D ON A PROPERLY PREPARED FOUNDATION ACCOR TO r YV- Y �_. P I LIMIT Of i ASPHALT AVE MENT L of PAY TEA WASHINGTON STATE SPED. 7- 02.7(1). THIS SHALL INCLUDE NECESSARY LEVELING ITE FO PAY P P E -yI• PTS CLEANOUT ' ) ( OF THE TRENCH OR THE TOP OF THE FOUNDATION MATERIAL, AS AS N i PLACEMENT AND COMPACTION WELL AS C TION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 50 - CURB BREAK DETAIL 11"x8' LOCKING CLEANOUT DETAIL. I THAT IY.E ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE WATER NOTES: N . T . S . UNYIELDING BASE, IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS - - � . , THE REQUIREMENTS FOR ^GRAVEL BACKFILL FOR THE PIPE BEDDING' THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE 1 Conn aclol shall verify all cxistin K 611 IIIL'.a III t 1101.1 TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 2 <: oollactor .11..11 nonil JN soma Icq f .Laki .- y et gmeci a mm 11610 u 1 .dva,(0 "I al g, 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF Wsting or lmpcc Rln FIRE MYOPJQWT TO BE PAINTED WITH TWO COATS OF "RUSTOLE(3'f' . ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK. (Atm./tor is r unvble fur control required tat the time of >r k . 1659 YELLW GLOSS. HYERANTS TO BE MELLER 1A -24015 OR 1 ' - P w b t4JEL(ER A -419, OR EQUAL. W , I, 944 I-i.V o. Wfr.N. V4T (MUELLER HYDRANT OH EQUAL) 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED J Contractor shall furnish shu drewin for where required b I dcuI S I /d HYDRANTS TO CONFORM TO A.W.W.A.- SPECIFICATIONS C 502 -151 Y I SW N/ OIL OATH RESERVOIR • 'PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIAtION p Ss ppnna by pen ch o11v SHALL BE CCMPRESSICN -TYPE AND SHALL NAVE 2 -P1ECP - , ;�„ FROM THE APPROVED PLAN m th S WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER and for variation front engineers design I NE OF . [, AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. •"� `+I'� 5. Contractor shall install equipment m accordance with manufacturers recommend, s and LNG FLANGE WITH BREAKING Gil BIJ' AT THE OROl.6dD LINE O STPM. 15. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER Water District .123 ,pr.lratians HYDRANTS SMALL CONFORM TO CITY ORDINANCE 0729. Y 1111 FINISH PAVCP'1GM.r '....,_7'.....,................... • CONSTRUCTION IS IN PROGRESS, ���� PER TO FACE STREET OR AS DIRECTED BY FIRE k � � r 6. Contractor to furnish all materials. ;tit,: i U"B CLIQS \O. DEPMTMENT. - e GuTTG(C 16. ALL DRAINAGE STRUCTURES NOT PUBLIC RIGHTS-OF-WAY SHALL HAVE ROUND. v/ � • a''- " LIDS, SOLID - LOCKING LIDS, S, UNLESS OTHERWISE A APPROVED BY THE DEPARTMENT 10 ENT OF PUBLIC ]. 6', S•, ' and 12 ductile Iron pipe class 52. p HYDRANT $EWLL NAVE A SELF-OILING RVOIR LNG ORY BWHET t - Il oI-.• • •1 NM "- - WITH FACTORY PILLED RRESERVOIR, , FOLDING APPROX. I la' I WORKS. - 8. Mueller gate valves and Flre. hydrants T8 8 DUKES OF OIL. OIL RESERVOIR SMALL HAVE NOT -� 3 FT. MIN. BEHIND CURD \Il a w ' SE 17. ALL ROOF DSAINS..AND FOOTING DRAINS SHAIJ. BE TIGHTLINED TO THE STORMX Ill 1 I LESS 'MAN TWO 'b" RING SEALS. THE UPPER STEM _ COMSAT 19t1T1 VA 1 ' TSAO -- ° "- DRAINAGE SYSTEM. 9. Cut ins and I' p be made by contractor. Water District .175 s uperintendent and %LA . NAVE A BRASS SLEEVE. _ _ I WHEN NO S10EWLLK EXISTS ` engineer mus h - fi d a8 hour In advance. _ "+ OR PROPOSED -IM cars p. SIDENALK 11 V'R.eslL1AN.T 10. - ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE t 0. Cas iron meths 1 joint sleeve cl - rags rcquirnl. v ' BUFF \� y „\ ",` \ \'. /� �w�.✓ % 'I' / C„ (v O.L. PIPlI PLAIN � WF_O'( IF_ G.Av V B'- VG . £ NOTED. ouF / 'X V Q I �� y T: j_ II m CA6T LAAW TEE". 19. THE FACES OF GIST AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO II. Mueller H.615 tapping sleeve with flange outeI and Mueller H tapping valve with V _... mechanical Joint puller mowed (Sr I've taps. Any exception must be approved by Wale, dr z'14 o ' + ++ • '�; M[NIMU 3' ANO N - CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFF£GTIVE PLANTING. R ,J P District .125 superintendent. NY 1 sA t ox.,uf THE PROTECTION FOR THE SLOPES SHALL BE I NSTArr. AS SOON AS PRACTICABLE ,open MAMAXI/4/4 10' AND PRIOR IO CALLING FOR FINAL APPROVAL. WHERE an CO TI S3APE5 ARE NOT SUBJECT I Sd PLH JT 2 TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIALS, SUCH )2 Contactor is rAsponMble for verifying all canning pipe type and aid' far cnuphngs ' - Zv ( i'Sir 2 -4W (g,L sBTCEL t.. - PLAHC� -a OtxT I and live to s /VIDE - PRGTecTlar MAY BE OMITTED. cut-ins, p RUST ' m -% C • COW. e1A•rKK CI APPROVED TA 20. SEE ARCHITEC[VRAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RPJATED 13. 3 foot minimum cover. .D e . ' ■ • e © "e Itih a 1�•Vasn6(c0 (� PJ.VC L _ __ - D.- MPL tAANKAL .101NT • TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, T .5.. - 3 FT TD ID ET - AUG 1 0 1995 EfL NI Developer to pay for state, city and county Inspection fees FL TEE I ).NHGlt te HD E.E. GL1J( GuTTTStC 1S AM6tAL1-GD,Ftq HY ORANT i(ULA_ AS N OTED 21. ALL 'OUSTING UTILITIES SHOWN ON THESE POOLS WERE OBTAINED FROM A FIELD 15. Coordinate meter location wlth Water 0 istr ct .125 superintendent be LOCATL'O(IH RELATION TO .,T7LEE'.T CEN'TEK lW4 @� PS SURVEY AND FROM AVAILABLE PUBLIC RECORDS LOCATING CONTRACTOR SHALL BE RESPONSIBLE in /�� III LHD4CA ° 4H 'T'HC PRA.WIM(..S. BUILDING DIVISINN , • $[ FOR CATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER IA Fire hydrants and mains to be Operational prior to commencement of cnnslrurliln. ' y 1 L_/' J $j 1gi41pt 01V TS < LIMI • SHOWN ON THESE PLANS OR NOT. ENCIN£ER DOES NOT WARRANT THAT ALL ITILITIES 6L`(PRMCT'b TD HAVE 2 ^1_YI' N.6.T. H061E P0 P0 P ( - 4 '/2 Naha T HAVE BEEN SHOWN. 17. No changes arc to be make without written approval by the Water A rain t .NM superintendent \,; -V Y0. COU GRAVEL OR CRUSHER PRTApE5C POAT.(HATIGNAL 6TAHDAN.D T N Act a'. o r JJ engineer. ROCK (0'td M") 22. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE TELEPHONE , A' STOR'T2 py CEI,VED - COMPANY, THE GAS COMPANY, THE POWER COMPANY, 'AND THE CABLE TV COMPANY m u m COMPANY 10. Rarer DANUIIIOOS and standards for all note and tl01,11, - HYDRANT:" SMALL BE EQUIPPED WITH TWO 2y' N.S.T. HOSE PORTS ANO FP fir. FIRE HYDRANT. SETTING (ITV Or g Z ING DETAIL REGCVLo 111.n ' PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE PAMPER DISCHARGE PORT RO SPAR HAVE A ly• PFNTACCN OPQ4•LIFT OPERATING NUT. _ -_ - _ -- _ - ?. 1995 , NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL HYDRANTS SMALL HAVE A 6. M.J. BOTT((i CONNECTION AND 5k" MAW VALVE OPENING; JUL 2 5 1995 JUL BE THE CONTRACTOR' RE SPONSIBILITY TO COORDINATE T HESE ACTIVITIES. 19 All Water line Conslru on shall be Completed - n Accordance w Ih Water D'slrict #125 y(ALL BE DESIGIMTD FER A 42' BERY Nil SMALL RAVE l8" ABOVE GRADE LEVEL TO PLM- NKINILA $ and the CI' of Tukwila Pubic Works Walar Conslrucllon 8 Development standards PPA DISCHARGE 'FORT P01015 GEMEH OUFt_IC(100 whichever ' more Stringent 23. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF �_ I • ®� ^^^�+._��•.••. 3 SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT TOE DRAWINGS TO BE U.4 APPROVED MO HAVE A 2 OPERATING NUT. I__� F 7 SHALL APPLY TO ALL SHEETS AS APPLICABLE. SPECIFICATIONS OR DETAILS . LB" TOP SECTION CAST IRON VALVE BOX WITH SLIDING P.XTOGIOI (RICH W /TABS). 4 HYDRANT INSTALLA- M.J. X 1 - CAST / R WS STANDARD % „ PROVIDED ON ONE SHEET MAY' APPLY TO OTHER SHEETS. / Fyi5 RCN Tel MJ. X F.L. I . YA �w fiNEt(PAL OCOE 14.24 PJO FIR HYDRANL ,' bj on EXTRUDED CQN.C.BETE'CURS DETAIL NTS ' . I I r "I rr 111P f rnjl in ::'. � tpl i ii :� l7rjliFI rl I I , m ^^• 1 2 3 4 5 6 7 sWl.,A e ... . 1;'c ,‘ I F THIS MICROFILMED DOCUMENT IS LESS r `, I • :74.. ie ■ liti m N N m u m o m F , 0 2 Q O ® O O O O I II IZ a I � so i I 2hg' -h" / LEGEND 1 . 24' -6" J, 24' -6" j 24' -h" 1, 24'1" 7 24' -6" I 24' -h" y 74'_h f 74' -6" f 24• -A" y 24' -h" f, 74 / HI I g -g" l3•_B" g _g,� ' -- � 'I E GENERAL NOTES 3 =e, I 3" 2` g.. , _4„ 03 DOOR TYPE I E WALL TYPE 1 0-341 ROOM NUMBER & NAME 1 ' \ © WINDOW TYPE I D.S. DOWNSPOUT TILT UP CONCRETE l - 2:72Kx STEEL STUD N Rte STEEL STUD W /INSULATION )n CHAIN LINK FENCE SEPARATOR +9' A.F.F. O �B CATCH BASIN 'I )C ' IIIIIIIIIIIIIIIIIIIIIIIIII TRENCH DRAIN 6. ♦ , -_ - - - - -- —__ - 9\ I I • COLUMN ] iiiiii ii © \ \ Q a - O PP UNLESS OTHERWISE NCRETE FILLED m p� Il � -� . 0 ` � O S�SS� E, J. EXPANSION JOINT E CO 0 � ' - I _ m . �i /1 : 0 1 0 R.D.F. REFRIGERATED DRINKING FOUNTAIN MSI ¢ C , Z - 0 ® 9 s FE FIRE EXTINGUISHER TYPE - 2 -A 10 BC a N CC Q N tl,-�y 11111 I I GI`� - 6.9101,1- ° Eiq+TIT 6 (RECESSED iN OFFICE AREA ONLY) �3 - t — — — -. . _. I � �" � �� l IEXITI ILLUMINATED EXIT SIGN ABOVE DOOR OR NN 3 MAT r .r W,�:KC. VIC "�' L S HANG FROM CEILING �W DEMISING MAXIMUM 1.164 NC UM4TAGE . ItiE, 140.1 1 MLLE . ?, ", s ? ' DUPLEX OUTLET W u /WALL YMis -- 0,5 WAIT S. F, ourF rr-o.. iii '� A m o x `a �1 4 -PLEX OUTLET = Q W W OFFICE: WAREHOUSE 'POCl/Met'VP ION T VIR RENTAL e- � = 181) - ' I41 = a i.. � N rn FIRST FL • • 510 i=1 — _ t'p I ( l(� Q I — • TELEPHONE JACK N/ MUD RING AND PULL STRING � 41 SECOND ... C D FL R ' 000 F. — —• — - L' 1 - — • • — — F— `^�TF • I © 0 1. J -BOX FOR POWER AND/OR PHONE a ®„ I C 0'00 — pNSON WINDOW SCHEDULE 1Tkco5VON5 P_Com,pl -tA WIR two 11 U 5e 5( t 't'F� IJ KP"D OA 2' -0'W. x 7' -6'H. CLEAR GLASS TEMPERED IN WOOD FRAME, ;:_/ ` 'IOR1b (144L1wspG:'n0 AQp W41Y' - � _ — O SILL AT + 6' A.F.F. _ 111 _ _ IV m o _ — . _ _l I/ I 1 P WAI J TYPES G E =: a ' ' � � — - - - - - " I — _• - , � \ � » \ \ O (FOR FINISHES AND WAINSCOTING SEE ROOM SCHEDULE) W � .. . I MARK DESCRIPTION •1. 1 ❑1 TILT - UP CONCR P ANE L , EXPOSED IN SIDE AND OUT.: TI -UP CONCR PANE WITH 3 1/2' STEEL STUDS (25GA) Z11,11,-2 (oiri—() I @ 2 O.C. WI R -Il FBERGLASS GA TT INSULATION, VAPOR BARRIER, 5/8' GYP. BD. 4' ABOVE CEILING FS 25 FACING ID VS,I, I ON INSULATION ABO VE. Q ,C � Ill 5 •I' GLLa 1 'r< 4 `( - Cpbfa\T1ONa4 OFFtc �' 3 Z �`{ •E BUILDING 5' -6 ❑ 3 6' STEEL STUD C20GA) @ ULA O.L. WITH 5/8' GYP. 0 � .>- lb OUIDG I--LS D L\ - X&I.J - I - cp /04 DM$lON t WA EACH SIDE, RU1T INSULATION ABOV . WITH VAPOR BARRIER ON �I oR i.6 5' -B' WARM SIDE TO STRUCTURE ABOVE. PLYWOOD WAINSCOT AT } 2.6 5 -T' GI.AZI nc T pi F O AJ - NOT ,' Q 2 L,pPj• Lev.8c�AW j� .1'°4-":44.1- EN 2 -5' + 8' AF INTO WAREHOUSE. — X-3 LA. • (4Sk1D 114 MA N&L'FCI..IES 4 . ❑ 3 l /2' STEEL STUD (25GA) @ 24 O.C. WITH 5 /8' GYP. BD. 0 41 - f6' .� / 4F.n7lgl I . f-- „T - 3.,, nF,., .. TPaT N l4'KCUNciL, ( - 6 4 (K � 9 FFF ---- - + '(� "b''J� EACH SIDE (SOUND INSULATE PER PLAN). •�. 'I ❑5 PLUMBING LL 8 TRACK WITH 3 12' EE STUD (25GA) ,� 24' -h" 24' -(” � , 7q'.h" 24' -6'_ 24'•A" 2 '' - - " _ @ 24' D.C WI T ' H 5/8' WATERPROOF / GYP BD . EACH SIDE - 24'_h "' SOUND BATT INSULATION FULL THICK (PROVIDE BACKING AS REQUIRED). 2AF' -6" / © 3 1/2' STEEL STUD (20GA) @ 24' O.C. WITH 5/8' GYP. BD. p EACH SIDE TO + 3'-6' WITH OAK CAP (STIFFEN WALL AS REQUIRED WITH STEEL ANGLE). ONE HOUR WALL FROM FLOOR TO UNDERSIDE OF ROOF. TYPE 'X' o O O O M ! O O O O O I� II I Z 0 SOUN T IN BD. WALL SIDES 3 1/2' STEEL STUDS @ 24' O C. S SOUND INSULATE WALLS PER PLAN. RECEIVEC CITY OF TUKWILA I cr oP Tul(wlu APPROVED JUN 2 6 1995 AUG 1 0 1995 PERMIT CENTER AS MU) \ O ffl11LDIN0 DIVISION. _. ._ . bq 5 .11116 Oa I ./° i SCALE; I /I6' ' - A--1 9G/,: "95 14x0 L. \CAD'.R734-IO 0IFLRI n I - . _.�..ere.�•.r..rA..y.u.... .� (�17TI1 II T f I "°",....,,.. .., ' .u. 7IrI7I F . ?' �' �II1Ts 'i 1 IF THIS MICRDFILMED DO CUMENT r I S LESS - ,.._. -- -- __...__ I b .m.�:.. 1 2 3 4 5 6 7 Sri A A _ _ i FI MED ME ,. r.. CD 1 2 T(IpT 6 O O O 10 II 2 12 ' - / 'DS. [ 2 4 DS. 24' -8' 24'_8° p O Lco-' 24'.10" 24:_8 :3 O / 24'_5 24'_5" 24 A.4 I I I I :, ,11,� � B _ T 7P. � JA I ii- IC) B3 . s G N m 1 1 IDE /2" _ .5' - 1 G I m p O U Z m I j TYp ■ 24' -II � " ' 14 -II" RD. 0 L--- 1 1 a O 0 I 24 -5 D 1 0 L24' -il" 24'_8" I�RD I 24•_8" RD I 2a' -11" 24'_8" RD �24' -S" I i I O I PAINTED SHEET METAL FLASHING PAINTED SMOOTH CONCRETE TILT UP O 0 5 b O O ® i0 0 0 REVEALS TYPICAL �I I 2 © ® 5 O E O I (d II ® v j . , 00F FLAN �l SCALE: I" • 20 1 I I I I I I I -- - -� - -- l I a, 1< /j n 1 1 .,: 1 } _1 a "4 i .ir I L , ' ; / I ti{ *1 rr �1 III i_ i. I.',...'7s �:, ._ - — fin 1 , �.•fi °�� . r 1 I>o TRAIL 03 1 0 O INSULATED GLAZING IN ALUMINUM FRAMES Z EAST ELEVATION 4 tUGGO SOFFITING BAND Q AN Q LANDSCAPE BERT mQ PAINTED SHEET METAL FLASHING - PAINTED SHEET METAL FLASHING N N K 3 PAINTED SMOOTH CONCRETE TILT UP PAINTED SMOOTH CONCRETE TILT UP _Z J REVEALS TYPICAL REVEALS TYPICAL Z N —� Ox �Q B.2 E 0 C 0 E C O ® a � v W io s p S 1 ^ I 7 R I F Y I' h 9 1 I; i ZEE .� � O __ �1 . ti , � u , 1 ®I 1G I I I �' \� I` I III II I� II II)I 1 III I r I I II 1 1 ,11 / I ,,, _.— r n nm ", 77%';'!;,:14 1 , 1 v1 �'. ' . i ' .I I i 11 1 1 II m n LANDSCAPE BERM - _•�-_ —_ —r_� A STUCCO SOFFIT BAND INSULATED GLAZING IN ALUMINUM FRAMES PAINTED TEXTURED CONCRETE PANELS INSULATED GLAZING IN ALUMINUM FRAME STUCCO SOFFITING LANDSCAPE BERM SOUTH ELEVATION NORTH ELEVATION PAINTED SHEET METAL FLASHING - - TTPIGAL OVERHEAD DOOR W /STEEL PROTECTOR — PAINTED SMOOTH CONCRETE TILT UP AT SILL AND JAMB (PAINTED) REVEALS TYPICAL 1 I� O Ti-- O 5 O 2 I Db. D b. DB s _ I. 1. i I - ... _. 1,I 1 • 1�'I � Iln -- — - _ — i ,,, III ! On '. _ _ _ _ _— — '' CITY OE TU KWILA APPROVED ED , :III I1 ' - ._ 1 7 __-__ Ida I. \ AUG 101995 TRAIL PAINTED TEN RED �_, , �. . , MS NOTED CONCRETE PANELS BUILDING DIVISION TILT UP SCREEN WALL (PAINTED) RECEIVED III * � CITY OF TUKWM1A ffi WEST ELEVATION JUN 2G1995 ® \ ' `` (/yam L R A T I O I l !e/ PERMIT 6 199 SCALE. I /16 " : I'- 0.. A -2 06/23/95 15152 CI \C10\8734- 10 \A- 02ELEV I I , ....... t 1 2 3 I a 5 6 7 " k , i .- _ If' IF THIS MICROFILMED DOCUMENT IS LESS I 1 I o � o � N ? N m U N O m t a 3 w IL M METAL F L A S H ING SHEET M PAINTED METAL FLASHING SHEET E METAL FLASHING a v o RUN ROOFING UP 4 RUN ROOFING UP < RUN ROOFING UP 4 I OVER TOP PLATE OVER TOP PLATE OVER TOP PLATE ROOFING MEMBRANE ROOFING MMBRANE ROOFING MEMBRANE I 1 EXTEND CLASS A OR B EXTEND CLASS A ORB EXTEND CLASS A ORB r ROOFING OVER TREATS• ROOFING OVER TREATS ROOFING OVER TREATE• I 4X CANT STRIP 4 SACK 424 CANT STRIP 4 BACK 4X CANT STRIP 4 BACK SIDE PANEL (� -\ T.O. \ SIDE PANEL S 7.OP 91DE PANEL / $ ' / i 1 / I I ROOF STRUCTURE / ��\ ��- , SEE STRUCTURAL • ° / ROOF STRUCTURE- ROOF STRUCTURE- N _ •-' - \ j SEE STRUCTURAL SEE STRUCTURAL •/ J I \ RIPINNeglinaniMMEE _ / SMOOTH CONC. = II- I I I ^7••. / TILT UP PANEL. - _ _ p PAINTED • 19 INSULATION R - 19 INSULATION • • - -- ____ __ - - - - . s R - R -19 INSULATION V 35 FACING Q 1111 W/F.S. 25 FACING WP.S. 25 FACING • .. 2 rn c0 NOco m I ¢Z M co co • S ro ''' it A ,p a <0) INSULATED WINDOWS • IN ALUM. FRAME N ¢ Q NOTE INTERIOR FINISH 0 0 3 UNDER TI PERMIT IM. vv 2 J / / \ 4 W CO 1-� N \ yg� \ \ 1 ' _ / l J . / a 1 N VI rn SMOOTH TILT FACE ON GONG. O 1 I FACE ON TILT UP f.1 n — UP PANEL GONG PANELS �� N - PAINT • ® ,\ I I V JY . 9 ` — W rig :' ' • SMOOTH TILT 1 • UP PANEL CITY OF TIGOM A _ • APPROVED 2 AUG 10 1995 'AI . ,_ �/ \ OUILDING DIVISION INSULATED STEEL OVERHEAD 1 .' / ,,, FACE ON TILT UP • T DOOR W/ TRACK • ✓/ STUCCO 90FFITING, G"P. HTG W/ DRYVIT FINISH O P TEDANELS CITY OF TUI(WIIA OA R 3/4" INSUL. (PRE -MIX 6 "x4" STEEL ANGEL INSUL. WINDOW COLOR), OVER STEEL HEIGHT OF DOOR I - APPROVED 'Q Z W/ ALUM. FRAME STUD FRAMING _ ACE ON I UP _ AUG I 0 1995 O'Y � 1 S I PAINTED 9 AS IVUIEU Z 1m . • 2 CJ BUILDING DIVISION • =I ce PILASTER BEYOND II (/! 0 PAINTED y W 3 W/ WATER PROOF 3 "xTILT UP CONC. SILL / B' / 3"xI /4" GALY. ANGLES 0 0 O } • / I SURFACE, DRAIN BOTH SIDES PAINTED I ° ° a � g.Q X TYPICAL GONG. SLAB 1 R • W/ 2" SAND, VAPOR 4 1 DNA FOOTING y •• SMOOTHED FACE X BARRIER 4 GRAVEL " . ( i TYPICAL PERIMETER ,� X V. DRAIN IN DRAIN CONCRETE TILT Up � a ROCK, CONNECT S S • • TO S70RM ". CON C. G. ANDSCAPE BERM SIDEWALK SLAB/ 2 SLAB TYPICAL TYPICAL r x>.,:r • R -I0 RIGID 1 I { _ . �•�• I INSULATION + 10 RIGID- 1. q I SEE PLAN / 5' J, S I. :E INSULATION DRAIN TUBES -----t4 _ _ FOR LOCATION J ( FOR LOCATION $_ •. 45" OC. P � ` .. .r , y . "'• "�'. RECEIVED “ • DITY OF TUKWILA '. �� � � i CO_ IMP I ..10 � T '����a JUN 2 6 1 995 I . —.� -_ I . � w� PERMIT CENTER i _ I \ FOOTING DRAIN,TYP. TYPICAL RAILING A---3 O WALL SECTION @ WALL . SECTION C WALL SECTION O WALL SECTION E a SMALL DOCK A Si:ALE IR "• -0" SCALE IR "•I' -0" D SCALE I/2 "•I' -0" SCALE I/2'•I' -0" • (16/22/95 1559 C \f, /,D \8734 - IDEA- D?$CCT ' I I III iii I 1 "f l �1r�I II 11PI I�I MI IIIITr�pRlTh�FI11T�TP'I1 i}5 1'II�IId „ , , r ',� ^�'• " 2 3 4 s e a. D IF THIS MICROFI DOCUMENT IS LESS I . IUUN Nc2 }plwcvER 4 F1R�f - i'�?6 AT Re -. _ _. TI.T- 411. 604, yNra• 611 0116 KlECes , D °K„w m 5 N ST[ 6 7 . 6 r Pte- r ■-- ` ' 6°I"r .. - i fhlur ME SulppE II . Tod F A P ... : / ii; �1�� i�� � � - - - -_ N tAl ►•� ilio �1 - ' ' ; • _ � • `�RaM'1AIG, - ` ' i it - M U PevuTwfeft TI¢T'L1 AAP • y Joe y( T'(y�eeJ , s r per, �, m "� e "vernal p. �wi �I d ' 'uw "wl 41owa 1 2 1 II t 11 a a rM' -1,Ev R.P. IN 4QGI P. N.ELEV• I? CA riC91=2K M ICJ urr 271..1},171.1T SE�Ta, 0 25Alt 1 1-1/0VE12ma kJ ©- 1,.41 :.= . _1∎111; : - i iJ ' O TOI°Or1°Adr - y 71� �tnLE: I 2 a yaA • lur*Jpeoflc• /wk. tAINTEP to LgrrE 7m-4r f NJEI- PWtiCfFD conYaETe • I AA104 urh w4bm4 4 aulLk,I.b, mesiwnsPatocazi 1 TL-ar rMIEL .;I- LJ =�7iP 149U44 meTAL R 47 CoNaRe - TB '"`� t -1 'of;4, �,w�nr� JAMp(y�(dNICE. �i ° f� Net FRIF I � 11 I Adams - - z z.` M41,R T H ` I E • = r I A.Fr m . z • _ � ' y . ..,. tl� SUNG s / _ l I V to ee �. — -- v i __ - 6 GONE EN 'hNd+tfiulf�,, ° : w, I II _ roxv AWMINUM INWW pmt IN/ IJU(I.Kq �SHIry TOryNN- I I ��aa itiegi,l g e.4mo-(R+uiroP) /1He¢NnL eu�� �Ye� y bIO Hos@� o I /2 2" • - MN T. be uoug epa as � � TNSJWREP GILAZI a m N b • C L.111.- 2.14. 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N Si- i `I'I I ( LA APPRDVED +-• ¢ O - - - -- — I AUG 1 0 1999 ■ ' 0 ®vl Q } A5NLED 0 x5Q n x BUILDING DIVISIOR ' X Y F - 4 "CONC. 5 A5 4 ..1 " F TC, '1><D‹ Q i ON GRAD I (T d XF -C� o - �� 6 " P.c.PANEL _I �_ - (TYP) r�n t� 4 2� I 0 ` " 1 FTG Q @� 4I x T'F44L / I / 1 I 3' -II' W .7 3'f EEL R w V) 1 . . r G4Tg LrAF FLIP H , O f M -wV 1 / \ GATE LE W/H r cab a l,. i , -' i BoLY IFrro ccNc, s , I P ,cw G .. 1 1 I \ \\ I C ITY FETNKWI �/. 'i ' - - ,, , JUN 26199E . 'CJ A _ PERMIT CENTER y�, DUMPSTER PLAN �M �1J. FLArl ,4.''N SCALE , - I/4"21 Y4, I I_ Foe sfeuerevwL • ,. ,._., ......,.,._.._ .om«. .ni - .caexrxr� . ;.v�., ^:'m 'rr_ -* sST. P.:s- a.�� i - .. Pam'. °.rz .. ... .... fn' ... - ^e . Rnw,emaan "� .. ^a -Rtrrr I I J W II Ir nilllrIlrr � TlfTl r � irP11rPIT I 1 lIIT1 I I rl ��, � I , 11T � 11Plili _ ' , ,_ . _ '•TM 1 II 2 3 I I' a 5 6 7 S jE" r - �� ' I IF MICROFILMED DOCUMENT IS LESS .,,,I ove A _ li r,,.., „.,.. "� --- ,r our r,. lill g S U m A m m O O O O O O CO O O II ,1 I zio�� 269' -6" / y 24' -h" , 24•4' t 24•_b 24'_6" y 24•_h" 24' -h" . 24'_h" _ 24'_b' 24'_h' y 24 ' -h " f. 24 / 5 3 13 N 1 I . o 111 mss' e m S CO CO VC5 ;T1 I I aZ Il CO i O vn :ult.; I , , I B DEMISING `9 W WALL O X 03 QFFICE: RENTAL = a, � FIRST FLO • 2(058 SF. O SECOND PL OR . 3ID00 SF. la ❑ .- �� � 1 D O ® 110 W 0 . . co T T. \ \ O I I I i s s DO O o co O G O .... F i g { Z m idi �Z `. - 0 3 Z • .© x ,EQWAL SPACED;. �.�- I 4 tt ---� TYPICAL 'I 0 X 6; • GGU , 9 / 2h9 -6" ,. .. d. O O O O O O O O �� • I, .2. O O i; O O �, {, 1 I � ' CITY OFETUKWIL4 S J /A�\ }� \� Y . JUN 2 6 1995 F �v O O IR F L 4 !. PERMIT CENTER SCALE: 1 /Ib .: 1'- 0' A 6 • • - - 06/21/95 1545 CACAO\ 8/34- IO,A-06FLR2 I .. -.,_ ._ ,- n ^: mor .,r. -: . -.. ,.. '''''' 1 fillli fril 1 rI - 1 : 6 - 1 irtil7'r71 Tr�r�l�i�r iir z L I 1 , 0 2 3 4 5 6 7 8t. A 1 IF THIS MICROFILMED DOCUMENT IS LESS • f `e te, g • • i O O O 5 O O O O 10 11 • 24' -6 24' -6" 24' -6" 24•_6•, r 24 24 24' -6" 24 -6" 24 -6' 24' -6" 24 ____ ___ - B _p^ I 73•_6., y _ ' 1111 III i 1 E -7 SCREEN ' WALL F.O.C.-A- - LL A 3 a F.O. /l -2 STEP MIIIIIIIIIII - FTG 6" _ /i u ) 7 EP - 5' -6 ") 6 + 0 +' 6 + "� 6 + CI, IO N O 1 � 6 6 1 00 oo• -6 ") o -.®. I - . r ,.�, ' 1 a ,( --- L J L J - -- J - - - � • / I F5.0 F5.0 � L f + F5.0 F5.0 O v _N L - J F70 Ir F5. F5.0 F5.0 .(- 1 -fi ")� Z_� + + + 6 6 b 0 M O OD 1 6 ( 6 6 + y+ 6+ b 6+ ,47'''' + 6 -- S Q N W 0 5 o� - I / 7 // 1 l S A 4 4 1 .N I I - _ I- r r .a L te-. C Lt_ L t ,L� I - - LJ L LJ L1 L1J L1 j �•c� F 6.0 F70 L 'I F7.0 F7.0 F5.0 F5.0 F5.0 F5.0 . 0 F].0 F7.0 F6.0 ��� iii... C 3 L..--- FTC PER MEZZ. FRAMING PLANS UNDER SEPERATE 5" CONCRETE SLAB ON GRADE o I PERMIT. j W /6x6- WI.4xW1.4 W.W.F. "I l RE ARCH. FOR ELEVATION ' � O -r - 7 _ m�= =_, - 0 01 I I F5 0 B _ 3 F6.0 F6 0 F._ F6.0 F6.0 F5.0 F5.0 F6.0 F6 0 F6.0 �• -.11r- TOP. U^N.O. -J U Q LL_ zC I-Z 24' 6' 24 -6" 24' -6" 24' -6" 24 1 24' -6" l 24' 6" 24' -6" 24 24' -6" 24' -6" I CITY OF TUKWIIA APPROVED z F ? 0 AUG 1 0 1995 - N 0 O O 0 O O 0 O O 10 11 12 AS NUILU U) z .._co_. 3 BUILDING DIVISOR O z } 0_ 0 o J W 3 CITY OFETUAWILA X S ,- ,z,� FOUNDATION PLAN JUN 2G1995 a- OD X1- 0 PERMIT CENTER SCALE: 1/16" = 1' -0" - FOOTING SCHEDULE TEL (208) 324 -8180 NOTES FAX (206) 324 -6248 1.) FINISHED FLOOR SLAB AT ELEVATION IS REFERENCE DATUM 0' -0" MARK SIZE REINFORCING RICHARD HUDSON c q 1 ® S 2.) ELEVATIONS SHOWN THUS () INDICATE TOP OF FOOTING F5.0 5' -O" x 5 -0" X 1' 2" 6 - #5 EA. WAY BOTTOM & ASSOCIATES, INC. - ELEVATION BELOW REFERENCE DATUM. F6.0 6 -0" X 6 -0 X 1 -2" 7 - #5 EA. WAY BOTTOM CONSULTING ENGINEERS 3) SLAB JOINTS 20' -0 "OC MAX. SEE S -3. F7.0 7 - 0" x 7 - 0 • x 1 - 4" 7 - #6 EA. WAY BOTTOM 1805 12TH AVENUE, SUITE IB 7 SEATTLE, WASHINGTON 98122 I I) �iIIIIfIIIIIIIIIIq >1TLIj1r�r�rlil 71T11(�Ti1rI iT� � h "� . ,....:.. I •: T I �•>«••M A A A MO _ a , ` . . . - - - - * - 7 . ' ` ' - - - " ‘ r r" IF THIS MICROFILMED DOCUMENT IS LESS • ,„.t =' F i g a 1 0 1 z Z T 2 1, J O I I r 0_ M = N I O) .z UJ C . O 11 © T O Q O O 0 0 10 T 12 o o ',(1',' a I 1 __ — -- -_ —_ 269' 6" - -- - —._ - -_- - 24 24 -6" 24' -6_ 24' -6" 24' 6" 24' -6" 24 6 24 6" 24 - -- I B D i I - I I I F'a - o B -4A C -4 B -4 a n za za 2a' -s 24' -s za' -5 BU \ /� a -s 4x6 LEDGER - _- - _ - - - -^ r _- -_ B -4 B -4A C -4 [24' -7Vx' t \ / /(�, '��} \— 24' -5 "] 24' -10'] '(24' -6 "] 2q'_5 "] / [24' S "� / 4x6 \C..,ER �, '] [24'- 8'f) //, W `/f24 \E 24_8 \ \\ I 5 24 5" \ [ i o ] "] [ „,[25.--8W] N N+ THICKNESS rv-F N i M N o m rv + ry + '' x N I — 24' -it o N ; ; N v N $ C $ dII x C -4 8 -4 J(nt /// 'D SIM. G -7 / ,I ' 25' -3 "] ( Ij'I�n ~ 18' PURLIN - .._.0 co 3143x1642 x163143x1642 GLB / 3Y6x1644 GLB �y/ 17, JOIST ® < Q Z • s 31 M ^ c �..., IIIIII M\ a- oln'rm \ m n � M -4 m\ �bx6 LEDGER o L a a - = \ 1 . 25' -3' 25' -6" m G -7 N - 4 '1 S J � > zs' -o "] m SIM. N + - + - + - + " I D' Q o .� + N_. _ _+ �v 26 Dfp2 �v Nv o� oo K ------ "i.41 v ; v , 0 24 "0C w/ • rvl vv W L -4 0 25' -75 F26N HANGER 1. Li 0 _ry - I TYP. ®RIDGE - Z _I O o x ry o __.. - -.. _ -_ -_ 0 a K 4 I.'il, 0 THES DOCUMENTS ROES FOR CONFORMANCE WITH THE X Q f �26' S "] j • • FOLLOWINOOR UNI ROES Z R NW M5TI48 ® C L f (/) 0, • 8' OC TYP. ®GRID © 2 -2x6 MSTI48 ® p;CTN... PER UN IFORM BUILDING COPE • '. GRID O2 n U E -4� m TIP. GRID ti F 1, 1. ; e- RIi ^,TURAI. PER UNIFORM 0011.0 BIO CO PE V x + m ^ ^ N , 5140 &li181514FPEE P.ER501 ORS ®• 24' -11' x T'IE APPLICANT IS RESPONSIBLE i0P CONFORMANCE WITH ALL to ] .. + .? + 41 - Y. 4 A b + ± APPL'CABLE OPOINANCES SUBJECT YO PEOUIPEMENTS AND 1 ` [ 24 ' -8 ] r E -4 OPP. / [24'-8" [24.-11" tNfEPPRETAT10N40F THE OOVEPNINO AUTHORITY. l® 31kx16'fD GL8 _..� �•�/ O r% Ouu Oul g V �;I -i 3Yhxlblh GLB E 4 D uam ln;1iI1] 24.-81 °] '] ”] j241 24-51 ROBFI�pµOHtoA, � za' -e 4x6 LEDGER ....11-. O,rWp981M O sE� . - 4 3x6 4a" 0 C TIP. B -4 C -4 0 -4 SEE C -4 LOCAT FIRST PURLIN l l/ 3 4 O 12 ® 8' -0 • YR' FROM WALL. I 7 DIAPHRAGM NAILING SCHEDULE J [ D0IJN0ARY ® _. NAILING ! /ill _ . 0 __-[ MARK NAIL SPACING ALONG FRAMING PANEL CAPACITY 1 _lll PANEL EDGES MEMBER THICKNESS (PLF) 24 -6 24 -6 24 -6 24 - 24' - 24 - 24' - t 24 " -6" 24' - -6" 24 6" 24' -5 / OA 10d • 4" CONT. 18 "SSI ® CONT. PANEL 1/2" 430 1 } ® - rz _/ 7z// -a Q 6" OC ®OTHER 2X6 0 PANEL EDGES - - -- - - - - -- - - __ 269' -6' __ -____ _, -__ -_ -__ „_.._ _ LL W 12" OC ® FIELD 2X6 ® INTERMEDIATE f O CA p F DIAPHRAGM NOTES: }� �/ J [ / / J � ,„hz I. BOUNDARY NAILING: (2) ROWS 1Od ® 4" OC RE: BOUNDARY NAILING DIAGRAM U l O © O O O I��� �������1 � �� / /!fll�L" -- C ITY - OF - rU( O F- ! 1 HAVE A IAMER OF .1 • O O 11 12 PLYWOOD PANEL ORIENTATION SD HUIEU LLJ C.' = 0 STAGGER JOINTS AS INDICATED. U) z ?� BUII AIN1�15 0 1Y "OTHER" PANEL EDGES C' ROOF FRAMING PLAN o ° a ARE ALONG 2x STIFFENERS J C� � / (TYPI CAL) SCALE: 1/16" = 1' -0" ct — x Y NOTES: BOUNDARY NAILING DIAGRAM m x WI INTERMEDIATE FRAMING 1.) ELEVATIONS SHOWN THUS ( ) ARE TO TOP OF FRAMING 5.) PROVIDE MINIMUM 16" GAP OR PER MANUFACTURERS (BOTTOM PLVW000) ABOVE REFERENCE DATUM. RECOMMENDATION, BETWEEN ROOF SHEATHING2.) ELEVATIONS SHOWN THUS < > ARE TO TOP OF PARAPET. 6.) MINIMUM SHEATHING DIMENSIONS = 2' -0" TEL, (206) 324 -8180 CONTINUOUS PANEL EDGES FAX (208) 324 -6248 ii i ARE ALONG PURLINS 3.) NAIL ROOF SHEATHIG AS PER ROOF DIAPHRAM NAILING SCHEDULE. 7.) STAGGER PLYWOOD EDGES AS SHOWN. RICHARD HUDSON S _ 2 (TYPICAL) 4.) SKYLIGHT LOCATIONS PFR ARCH. PI AN & ASSOCIATES, INC, A_7 RECEIVED cTr of TuKwlu CONSULTING ENGINEERS 4 USE 18" 551 446R PURLNS 0 8' -OVe" O.C. AUG n 9 1995 1805 12TH AVENUE, SUITE 10 0_ a OF 7 D PLYWOO P .. PERMIT ___.__. - .._..._ . - ._ aUYP'RYRUUA':T SKea= ea'?t'ts. ^r.^zx`.+n � ._.,,...I .:"U -...xR ,w*y:aaas.• -•rw. - -. - ... -.. 1III/IIi1lll( IiI�I] llii'_ f�[ I�' f[ I�I[ I I �I1 fl •m11t� . �t1 . �11 , r�1 , 717f ,,. x . � I' I. 1 0 .•^'• ".^ 1 2 3 4 5 6 7 a N;M II_ _ 15, . IF TS IS MICROFILMED DOCUMENT IS , E 'I 1 / #6 BAR i ; UNIFORM BUILDING CODE, 1991 4 • 1 , 0„ CODE: �{ GENERAL NOTE l� IC ;1.23'4 x 0'-34'." I /// ` �i� (0 EA. BAR) 11/ 3 O LIVE LOADS: a � ROOF...25 PSF WAND .80 MPH, EXPOSURE B P.0 PANEL I f #4 CONT. 3" SEISMIC ZONE 3 S A. $ ° RINFORCE PER STOREFRONT FOUNDATIONS: PANEL ELEVATION 5 CONC. SLAB RE ARCH. V < � FOUNDATION DESIGN PER REPORT H1199 -02 -1 BY CEOENGINEERS 'T�� rj _ INCORPORATED. ALLOWABLE SOIL BEARING = 2500 PSF PER REPORT. ALL 'V'S( `, IO' -0" I ® I SITE PREPARATION AND FOUNDATION CONSTRUCTOR PER THIS REPORT. ALL FOOTINGS AND SLABS SHALL BEAR ON COMPACTED STRUCTURAL FILL IN -0ANEL JOINT � 2 ISOLATION ACCORDANCE WITH THE SOILS REPORT. REPRESENTATIVE FROM GEOENGINEERS Z � VARIES '4110=110 P.C.PANEL JOINT INCORPORATED TO INSPECT ALL FOOTING EXCAVATIONS PRIOR TO POURING CONCRETE. 0 /�I I ' 1 I REINF. PER FILLS i0 BE COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D -1557. ALL CI ' 1 ivL PANEL ELEVATION T.S. COL. EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE Z //4x 2' -0" 0 24 "OC � 1" L EVEi 5 : 1 : ., G " MRS RE PLAN CONCRETE: I • n (MIN. 3 EA. LEG) n n n n n n .N W /4 -5¢ EXP BOLTS f'c = 2500 psi FOR FOOTINGS ASPHALT I I (EMBED MIN - 1' -6" DIAMOND Ce Tc = 3000 psi FOR SLABS ON GRADE ISOLATION JT f'c = 4000 RE: ARCH. L 4x3x;15 x 1' -2" 1 I I I DOWEL 0 E COL. psi FOR WALLS NUMBERED 12, I }, & 14. rn I I RE: A -3 IC = 3000 MAX. S LUMP = 3" PLUS OR MINUS 1" psi FOR ALL OTHER WALLS W /3- 6x3' -0" _ ®4 "GA. I I - GROUT CONC SLAB MINIMUM 5 SACKS CEMENT PER CU. YARD B 3" GROUT R MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE ( 0 COVER (MIN.) It 4360 x 0' -11" 1 ' 1 I 12" V �� i UBC AND ACI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO _ ' II I Y � '< �77" \"� — . • - CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE. WORKABLE MIX WHICH CAN I I - BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" �" GROUT (TYP.) , 'V,1111 NSULATION :- - - : CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON -/ - --- RE ARCH. DEPTH : FTG _ v ARCHITECTURAL DRAWINGS. �• RE IIII IIL 10' - 11, A EDETAIL !'1 DTI 3 CLR _ _ _ _ REINFORCING STEEL 1 (RE PLAN) .._ -- y 1 1'' x 7 % "KEY SCHED 3" CLR ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR ® �= C I 11 Ir WAY SET PANEL 17 WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (fy = 40,000 p9Q. 1 -6. E Y "x6 x 2' -4" k( IN GROUT I -- V I ' - OTHER REINFORCING SHALL BE GRADE 60 (!1^60,000 psi). LAP CONTINUOUS MIN. W /5- 41 "0x8'W.H.S. x ' 1_4 " k SEE FTG SCHEDULE REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 48 BAR DIAMETERS IN FOR SIZE & REINF MASONRY, MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL • 3 "CLR 0 6'GA. 2 -#4 CONY. BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN •T OE � :N IT S USE 2 -IC 3/4x6 x 1 -2 '' V ACCORDANCE 'WITH THE ACI DETAILING MANUAL. WIRE MESH SHALL CONFORM � '� W /3_� •xB W.H.D. '� SECTION B -3 /// SECTION C -3 TO ASTM A -82 OR A -185. • FTG SIZE & REINF. ®6 "GA. ®CORNER LOCATE CONNECTION SCALE: 3/4' = 1' - SCALE: � = 1 COVER TO REINFORCEMENT TO BE CONT. FTG RE: SCHEDULE 0 EA. PANEL JOINT 1 FOOTINGS........ .. .3 INCHES W /4 -q5 FORMED SURFACES -- WEATHER FACE.......1 I/2 INCHES (20. &2B.) SECTION A -3 DETAIL a INTERIOR FACE ......3/4 INCHES • ® A -3 SIM. - EARTH FACE 2 INCHES SCALE: 3/4" = 1' - WELDED REBAR: 11 11 - DETAIL ff ®12 "OC A,EF�LDEDD R TION AS DNC CODE FRESH REINFORCING e • #3 ❑ STIRRUPS HYDROGEN ELECTRODES TO WELD REINFORCING; CONFORM TO PROCEDURES OF 11 14" ' STEEL. ALL WELDS TO BE BY W. A.D.O. CERTIFIED WELDERS. !!I 3 "CLR • 12' ,- 7 ( I `{' PILASTER � VERT. BARS STRUCTURAL STEEL . PILASTER TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy = 46,000 ps) 7_6 / WELD STEEL SHAPED SHALL EN3 / TO ASTM S L = 3 000 L " ill! WELDS S B NOT SPECIFIED SHALL BE 3/1616 A- FILLET FI" TASTM CONTINUOUS LLEE T MINIMIM UM. ALL ,I WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. © A -3 SIM. 6 -/J3 ®6" OC 1111 II SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW /'� PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. T II I II L 4x3x31a x 0' -8" FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH RISC FABRICATION P TR 1 / 1 \_ // AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITOR. I4 I W /2 - $6x3' - BARS 4 6 "GA. WELDED HEADED STUDS SHALL CONFORM TO AIRS 01.1. ANCHOR BOLTS TO BE A -307. �(3 3 -0° P. 1 ' (WELD REBAR TO IP RE. A -3) FRAMING LUMBER: r o , a Z ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER - -- r7 H Z SIDEWALK I i t, A' IS S R i5ax3x8 _ 2 X 6 JOISTS D.F. #2. fb = 1250 psi 40 RE: ARCH. 3 x 6 JOISTS D.F. #2. fb = 1250 psi Q SIDEWALK 5" CONC. SLAB °-' -- � 1 J LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. c0 LO 0 I Ih d l r Vv \ CITY OF TUKWILA o o RE: ARCH. APPROVED MOST RECENT EDITION, ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD N W CC OEM �___- L � - 12 "_ SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WIDI Z -- -{ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. EATED. MAXIMUM MOISTURE CONTENT H 0 1,111111 • 1' -6" DEPTH i AUG i 0 1995 19% AT INSTALLATION FOR ALL LUMBER. STEEL MANGERS TO BE SIMPSON OR APPROVED Z WI- 12' v ` % % MI RE FTC B 2 x IF-ES" AS NUIED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN 0 X 65 < ,' w/2 %0x8'W.H.S. 72" 0_L EU SCHED. LR � 3' C BUILDING DIVISION OEM LAMINATED WOOD MEMBERS: r - - - -- GLU- LAMINATED ROOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE ' 'T'��\Y 2 'j ' N - _ .415 GAP COMBINATION 24 -F -V4 (lb =2400 psi: 1v =165 psi) AT SIMPLE SPAN BEAMS. STRESS • U \V GRADE COMBINATION 24F -V8 AT CANTILEVERED BEAMS fb =2400 10' 1 ^ ( psi, /v= FA 165 RICA Psi). ® - row.. 3_CLR u GLU -LAMS MUST BE OBTAINED FROM AN PI iC OR APA -EWS APPROVEBTOR. > - yv, 2-#4 CONT. — R 6" a D a IT • • DRAWINGS TO ARCHITECT & STRUCTURAL ENGINEER P RIOR TO FA BRICATION. I I V SEE FTG SCHEDULE FOR SIZE &REINF. �-1 • 0 _____ ____— ______ __ 1 /� SSI STS: F-3 / \ MANUFACTURED BY STANDARD STRUCTURES, 1 C. IN ACCORDANCE WITH ICBO SECTION 22' DETAIL I REPORT NO. PFC -4325. SHOP DRAWINGS AND DESIGN CALCULATIONS, STAMPED 1' -4" j! ( BY A LICENSED WASHINGTON ENGINEER. ARE TO BE SUBMITTED TO THE ARCHITECT 'P , TO FABRICATION. DESIGN CRITERIA SHALL MEET OR EXCEED THEE LIVE LOADS SCALE: 3/4" = (' - LISTEa ABOV PLUS DEAD LOADS. SECTION D -3 SECTION E -3 GENERAL NOTE \J \J \J PLYNODD ROOF SCALE: 3'4" = 1' - SCALE: 3'4 = 1 -0 ORIENTED 5 R BOARD CO TO REPORTC;T4255 MILL . GAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED BY APA. 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. I. CURRENT TO THE DRAWINGS, SPECIFICATIONS. AND THE APPLICABLE UNIFORM EDITION. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE 74 - 1 - BUILDING CODE (1991 EDITION). ENGINEER FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS PRIOR TO COVERING. - P.C. PANEL J OINT LOCATION 'h '0x 3' -0 BEYOND RE:FOUNDATION PLAN ®24 "0C- GREASE " PLAIN ONE BAR END 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH gTE PRECAST PANELS: L 3x3x45a (20' -0 "0C MAX.) ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION, PANEL LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR AND HE C SHALL VERIFY DIMENSIONS AND CONDITIONS FOR R COMPATIBILITY / 2' -0" AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO SHALL PROVIDE REINFORCING STEEL. AS REQUIRED FOR HIS METHOD OF HANDLING W 4'e "0x4" W.H.S. ® 24 "0C #5x 1 --. 24 "0C CONSTRUCTION. AND ERECTION. USE T A AS REQUIRED AT EXCESSIVE PANEL OPENINGS. CONTINUOUS GROUT BEETWEEN WEEN PANELS AND FOOTINGS TO BE ANON- SHRINKING 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE TYPE. SEE DRAWINGS FOR ADDITIONAL NOTES REGARDING PRECAST PANELS. -__I — STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS 5" CONCRETE SLAB ON GRADE HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. INSPECTIONS: SLAB W /6x6- W1.4/W1.4W. W. M. 4, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY CONCRETE, N REBAR, AND WELDING P PER SECTION 306 OFU B C., AS INSPECT ARCHITECT . L 0' -D "� CENTER IN SLAB.STOP ®C.J. PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL LL a. • ® CONSTRUCTION JOINT (l/ S J . ) S. CONTRACTOR-INITIATED S HA SHALL BE SUBMITTED WRITING C SLL IN TO CONCRIETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. SAMPLES FOR O z 8" Z 0 THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL. PRIOR TO STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN I� Li 6 " FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF W , Z WILL NOT SATISFY THIS REQUIREMENT. CONCRETE NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA JOINT LOCATION RE: FOUNDATION PLAN 6. DRAWINGS SAWN JOINT,OR FORMED WI FOR SLABS OR WALLS. TAKE 3 CYLINDERS FOR EACH TEST. TEST CYLINDERS AT Z Q _ ( I�I NGS INDICATE GENERAL AND TYPICAL. DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR 7 AND 28 DAYS. HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED. a JOINT ZIP STRIP PLASTIC - 4' -0" 4 -#5 CONT. JOINT OR EQUAL CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL ANCHOR BOLTS - INSPECT PLACEMENT PRIOR TO POURING CONCRETE. r W 11 BE USED. SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE EXPANSION BOLTS - PROVIDE TORQUE TESTING PER MANUFACTURER LL_J (IY 3 0 � STRUCTURAL ENGINEER. SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH V Z P.C. PANEL AND DIAMETER OF BOLTS. Z ,� �" GROUT ' RE ELEVATION > L� 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO Q 0 Q } i BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING WELDING -CHECK QUALIFICATIONS OF WELDERS AT THE START OF WORK AND EL Q (n J Q ASPHALT FOR REINF. MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN MAKE VISUAL INSPECTION OF ALL FIELD WELDING. —I 1+31 ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. RE: ARCH, 4-#5 CONT. (^ A WI SOILS ENGINEER TO TAKE COMPACTION TEST WITHIN BUILDING AREA IN ALL Q X B. Y r SHRINKAGE JOINT (S • J.) SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL, 551 JOISTS, g" AND GLUED LAMINATED MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT AND FILL AREAS. COMPACTION i0 BE AS REQUIRED BY SOILS REPORT. SOILS X Q • STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. co X C7 5 tQ'c'Q':1�5' JOINT LOCATION - #4x3'- 0" DOWEL 0 24 "OC 9.ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT SPECIAL CONDITIONS \��l,j 6" RE: FOUNDATION PLAN ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S - OF RECORD, THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. TEL. (208) 324 -8180 MIN. • • DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVAL PRIOR TO ALL FIELD CHANGES. SEE FAX 208 324 -0248 ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND ( ) FOOTING ,_.__ __ APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE WALT. OPENING DIMENSIONS AND LOCATIONS, • • RE: A -3 SIM. - -� ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE RICHARD HUDSON FLOOR AND WALL FINISHES, HAND RAILING, ETC. 3 f COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE. SHOP ALT. EXPOSED ANGLES, PLATES, EMBEDS, ETC. 8C ASSOCIATES, INC, J ' LI.-11 DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW EXPOSED TO OUTSIDE SHALL BE GALVANIZED BY ENGINEER. CONSULTING ENGINEERS SE CTION G -3 SECTION H - 3 CLOSURE STRIP (C.S.) CITY OF TUK RECEIVED WIIA 1606 12TH AVENUE, SUITE IB Of 7 SEATTLE WASHINGTON 08122 J .t SCALE: 34" = 1 -0" SCALE: 3/4" = 1' -0' .- -_--_.__.__._._ ---- AUG G 9 1995 � PERMIT CENTER HTT'I �r�-� IF THIS MICROFILMED DOCUMEN 'I'It11I7 (� fIMIIn ('"17�TTTi , _ I� - f�l , is . _ IS LESS I I ' 1 2 3 4 5 6 7 8 V I„ A l_; 1' 9 [RE: PLAN] , `��, , f - 3x8 TOP P (RIPPED FOR WIDTH) 2 ROWS 10d IP 4 "OC 3x8 TOP PL .� ® <RE PLAN> i ; �W/ 1 "m A.B. ®48 "OC <RE: PLAN> <RE PLAN> W /1 "m A.B. ®48 "OC 1" MAX. tl /AIR (EMBED 4" MIN.) TYP. ® LTT2OB STRAP 0 48 "0C ® ►"f (EMBED 4" MIN.) TYP. _ -- V i P' P.C.PANEL IL W/10 -16d COMMON "tf RE: PLAN iS P.C.PANEL [RE PLAN] J (' B ED EX P. 4" BOLT MIN. ) ' REPLAN • l` / ^�. ( I� � RTU _ 1 CHORD TIE Z �i (WT =75011) — RE PLAN ELEV. n 2x4 CURB -- 2x6 ® 48 "OC ALTERNATE W/ I�' _ __ ,, ` `¢ GLB K F iT I N TO LEVEL UNIT GLB 8 -- 3 6 ® 48 "OC - _ = N 11" W F36 HNGRS EXTEND 1 MAX' GLB M ¢ r7 x ••� _� - REPLAN / 2 - #7 BARS 5V. _ GLB N - INSTALL LTT2OB STRAP 0 3x6 I _ REPLAN al g 0 c m 4 „ - TO PARAPET RE PLAN o r -' P.C.PANEL 4x6 LEDGER -- 3 "3" 1' ..- on/ 4•, rs_ 12' REPLAN W/ 4'4 "m A.B. ® 48 "OC DETAIL 'm '� . EMBED 5MIN. DET. D _ - - _f __ _ F D -3A) 6 2" NOTE USE 2x 6 3 113 SIDE ANGERS _ 4 - #7 VE I IP 1x8 x 1' -2" V Sr CAA EA. PILASTER �r' ,_ �' ', -� - 4 - #7 VERT. BARS l 4'4 "x6 z 0' -8" P 78' I PURLIN 406 11" - , % "BRG P ° ' IIII W /HU46 HNGR ' P 1 -6 "x1 x 1' -6" I (TYP.) 12" EA. END c I L 6x4x1 z 1 -6" W /8 -1 "mx4" W.H.S. 6 - #3 ®6 "Op 2 -� "BRG P 5" J W /4- 1'mz4 "W.H.S. c -' THEN #3 TIES (ONE 0 EA. PILASTER) GLB -- M 2x12 WEB ' - r r BALANCE PER W/3- #6z2' -6 "VERT. & 2- #6x2' -6" r ® 12 " OC OTHER IM STIFFENER 5" - SECTION B E BARS 2x6 STIFFENERS Ilk EA. SIDE GLB _ #3 ❑ TIES DET. DD 72 r zl - - " _I v. r ©B -4A Q D 4A SINGLE PILASTER DETAIL DD SECTION A -4 SECTION B -4 & B -4A SECTION C -4 SECTION D -4 & D -4A SCALE: 34 = V-0" SCALE: 34" - 1' -0" SCALE: 44" = 1' -0" SCALE: 3 /4" = 1' - 0" u T.S. TO P) Q 6 o 1/4 V Vi V6 /S IDE P 3/4 T BACK P RE: PLAN P.C. PANEL w T.S. 4x4x Vi - -� N -4 P Yax11 z 1' -3" 10d a EA. SIDE RE PLAN FUTURE o 1x6 x E -0" W /4 -1 "0 BOLTS IOd FLOOR cr) EMBEDED P 6" 8" 5" 2" IN VERT. SHORT MSTI48 ®8' -0 "OC [ RE: PLAN] in RE PLAN [RE: PLAN] • W/2-44"0x4' W.HS. ' 1/4 1/4" 3. _ rm vi Z� �� \� I, �I SLOTTED HOLES 2 -10d .0 4 "OC ®GRIDS Q2 & 11 C] 3 -#6 SCREWS m 0 O _ _ RAWL ANCHOR � I���, 1� � ' �� !C! '�I� wirwm 1/2 "x114 "x20 GA. \�, r•j cD a Z 1 S Ir 'YYI JOIST G 3 - #6 SCREWS M Z Vi •.-- 12' - - E PLAN M 4„ L CLIP ®24 " OC _ _ I R ` N G O . c0 to m 3 = NOTCH GLB ?'• !,� RE: PLAN • I_ • - -� � 31 "x'[0 GA w W . FOR T.S. 4x4 2x6 0 24 "OC 2x6 ® 24 "00 STUDS ®24 "OC Z J TO PASS THROUGH BACK P 95x6 z 0' -6" PURLIN 1= W /F26N HNGR PURLIN W /F26N HNGR •. Z 00 I- TYP. Q N P'S RE: D -4 ii BRG B 4 413x314 413x314 x 0' -6' RE: PLAN (TOP.) RE: PLAN W/ SILVER HANGER ( ) ' v --- - - x CO W W/1-10"0x4" LAG = a Vl rn P.C. PANEL /SKEWED PURLIN GLB RE: PLAN SKEWS SEC. 1.'5 3x3x2DGA. V RE: PLAN SKEWED HANGER r 10 443x5 x 0' 5" ) CON T. STIFFENER I 7p•• t•_p^ IA /�'K /�� CO V GLB GLB RE: PLAN RE: PLAN BALANCE P x6 x i' -2" • RE D -4 & N -4 PILASTER SECTION F -4 SECTION G -4 SECTION H -4 SECTION J -4 ' - -N\ \ SECTION E -4 RE 0-6 SCALE: 34" = 1' - 0" SCALE 44" = 1' - 0" SCALE: 44," = 1' - 0" SCALE: 44" = 1' - 0" SCALE: 34" = 1' - 0" C P RE B -4 [RE. PLAN] 114" 81 AT 4 {7 �N�T [RE: PLAN] i P 7x49 z E 4' -0" PLYWOOD \ DAP TOP P STRAP (LOOSE) PLAN 2 ROWS tOd ®4 "Op FLUSH 1 EA. SID E -4 ®<RE: PLAN> W/12 -1 "0 BOLTS -- >- W SILVER HANGER EMBED 4' MIN. �� PLAN 0 0 0 NOTCH GLB P.C. PANEL 1 " z6 x 1 ' - _ ____ _ _...___ �� AP ®8- 0 MTT28B STRAP (L -- 18" PURLIN i — FOR T.S.434 RE: PLAN EMBEDED 72 RE PLAN .. _" EJ , Y. "m E %P. BOLT W /24 i6d COMMON ' W/2 -4'4 "m4 "W.H. S. RE : LAN "' RE: PLAN �i- / ( ) I y o 0 0 0 T.S. DRAG STRUT C1 A A PROVED I� Q \I .. .. 3" 5" STAG 3/ , o• FAC OF NOTCH - v . 2 8 4 , ]. B,d I�'. IN GLB FOR - " AU S rvOl 95 2� Z W ms s. Alva d LE1 PURLIN Z ��- - -- -- _ ' � I REPLAN P.C. PANEL 6 BUILDING DIVISION z F=- Z U Y "PEA. SIDE •• _ • - 14" I E E m M.B. 4 BRG P P.C.PANEL NO WELD 45s "PEA. SIDE - 9 3„ 6 „ -'- -- 10 REPLAN 18" PURLIN A. W/44"0 M.B. TYP GLB - -. - -_ - 0 `-' Q RE: PLAN Y " P EA. SIDE 1 6 ' L REPLAN — ' i 0 A ¢ GLB -_ w 0 RE: PLAN `V EA. END I e o o[ 'Y BRG P P 14x6 x 0' -9 "- P. C.PANEL r 8 . Z U.S. COL W /SILVER HANGER "3 "3 "3 "3 "3" 7" S. 1 3r E.S. EA. SIDE RE: PLAN GLB i _ -I -- _ RE: PLAN O — >- w14 -a /4 "y rn 13. TT P, v. M,o. W/44"0 M.B. ,., RE: PLAN E -4 5" O_ U) J 3 4.12 LEDGER 1�^ �� ���� PILASTER 12._0 RECEIVeo O X 3 W • 644" PURLIN X Y I WPS m A.B. @ 24 "OC 3 R E: SECTION D -4 clry of rurcwru (EMBE 5" MIN.) 1Y" ' I•a ! TOP OF EMBED fa RE: PLAN _ - JUN 2 6 1995 C1... m X 6 E I 3 BALANCE PER DETAIL ' c 4" N-4 SECTION E-4 vi N - N VERT. REINF. PERMIT CENTER AT GRIDS 4' AND 7 PROVIDE SPLICE PLATE EA.SIDE r1 8 TIE PLAN TEL (206) 324 -6180 10xI4x3' 6" W/ 12 -rDIA. BOLTS P 1x8 z P -4' r PLAN (206) 324 -8248 W /6- 4'. W.H.S. ■ . 211 2" ' P RICHARD HUDSON C _ 4 I L J ILASTER & ASSOCIATES, INC. �.7 `t SECTION K -4 SECTION L-4 SECTION M -4 SECTION N -4 CONSULTING ENGINEERS EMBED P SCALE: 44" = 1' -0" SCALE: 34" = 1' -0" SCALE: 34" = 1' -0 SCALE: 3 4' = 1805 12TH AVENUE, SUITE 18 OF 7 1' -0' w /w.H. S. SEATTLE, WASHINGTON 98122 DETAIL N —N O I I'' Wil11TIll�1niffif,.,r] II'ferff[`, •. , h IITIT T MICR . L i A ••••— 1 2 3 4 5 5 7 a ` � I t' 7� 1 IF THIS MICROFILMED DOCUMENT IS LESS 1 ■ L 4x3x1/4 x 0' -8" L 3x3xVi x S -6" L 2x2xy x O' -8" W /2 -/{6 x 2' -9" 0 4 "GA. 'r _ 5�_ W/2-#6 x 3 -0 ®4 GA. W 2 -/j5 1-6" ®6 "GA. l (LAP W CHORD STEEL) [j (LAP W/ CHORD STEEL) ( / (0 NOT BEND BARS) „ 'k" JOINT ' pp (TYPICAL) N Ill 1 \ .� 1/4x4 x0._6.. tfl W/2 -fl5 x 2' -0' A PER PANEL /. I. PER PANEL • ELEVATION If ® , , , I A IE 4xV. x 0' -6 ® " GA. ELEVATI :BED - - -- L 3x3x% x 0' 6" ,_ 'T1 O 'O • Z m 2 OT ' W /2- fl5x2' -0 "0 4 "GA. CHORD STEEL 4,116„ ` )/ CHOEL � 'II J _PCPANEL x �r -.� SEE PANEL v a ELEVATION ELEVATION 0, . I: ,0 N — 3" L 2x2. 4 x C -4" — w MEM ,ii N 14x4 x O' -5" L 3x3 # % x 0' -6" IP 14x4 x O' -6" w o V y4 W /2- fly x 2' -0" (BEND PL 0 V. / 0 3 = o ELEVATION ® PANEL V4 , J 0 4 "GA. SKEWED CONNECTION) ELEVATION L 2x2xln x 0 -4' a o o SEE PANEL ELEVATION SEE PANEL ELEVATION t Y STIFFENER FP 0 EA.fl6 R 1/4x4x6 x 0' -6" FOR CONNECTION LOCATIONS A-1/2" JOINT FOR CONNECTION LOCATIONS W /2 -Ye "0x6 "W.H.S. (TYPICAL) WIN +-(T JOINT Y ®M1 "GA. WELD TO IE & L (TYPICAL Me 38 3 v. L 2x204 x (X 8" //6x2' -9" as JI W/2-3/4"0x 6 "W.H.S. -:� ® 6"OC h" RE 55 �� L 4x3xV. x 1' -2" PILASTER PLAN Y. 0 PILASTER W /3x3x1/4" STIFFENER M PLAN ` OD BELOW ELOW 0 TYPE A CONNECTION TYPE B CONNECTION TYPE C CONNECTION TYPE D & DD CONNECTION TYPE E CONNECTION U Q L 3x3xV. x 0' -6" L 2x2xVi x 0' -6" n W/2 -99 "0 x 4" 0 4 "GA. - .-'/z" JOINT t %x4 x 0' -6" W /2 -36"0x4 "W.H.S. N (TYPICAL) W /2 -VZ "0x4 "W.H.S. - - P Y.x4x0' S" / I � / r p rn n LiH rom > C5 // � � L 3x3x� x 0' -6" < Z L 3x3x% x 0' -6" L 2x2xV. x 0' -6" . L 2x2x% x 0' -6" / L 2x2xy; x 0' -6" W/2 -3L "0 x 4'W.H.S. '1j a lc W /2 - W/2-3/4"0 z 4" 0 4 "GA. IN/2-1/2" " 0x4 W. H. S. h "0x4' SMOOTH ROD W /2- Yz "0z4 "W.H.S. "0x4" SMOOTH ROD W /2 -Vi "0x4 "W.H.S. 014° C V L4 "0x4" SMOOTH ROD 11111 m D IP 'Ax4- x 0 -5" ',"(5 LJ Z o CC Vi W ZJ Z WF-� p x r Q ro . D_ u_ N t W i)rn Itild FA FI TYPE F CONNECTION TYPE G CONNECTION TYPE H CONNECTION TYPE J CONNECTION TYPE K CONNECTION P 14x4 x 0' -6" CITY OF TUKWILA W/2- fl5x2' -0 "0 4 "GA. APPROVED L VARIES „ , , , �� PRECAST PANEL B AUA S ' 1 0 1 V995 SEE PLAN UILDING OIVISIbN BENT If 4x4z' ,0.1 MAX. REINF. NOTES p P.C.PANEL P.C.PANEL / JNTERIOR FACE _ J VERT. BAR 1) TYPICAL PANEL REINFORCING: U HORIZ. BAR #4 ® 12"0C VERTICAL; #4 0 14 "OC HORIZONTAL, • \ �" CLEAR UNLESS NOTED OTHERWISE. Z V. V 2) PROVIDE fly VERTICAL EACH FACE AT PANEL OPENINGS 0 H W . - TYPE CONNECTION f 1Vz" CLEAR AS SHOWN ON PANEL ELEVATIONS. F-Z REVEAL LINE IJ..I 2 ? 0 (RE: PLAN) ® OUTSIDE FACE 3) PROVIDE HORIZONTAL BARS AT OPENINGS AS SHOWN ON z I- _ co PANEL ELEVATIONS. ,_ of xi P.C.PANEL i Y4" CONT. < 3 H �� GROUT TYPICAL DOUBLE MAT REBAR PLACEMENT 4) PROVIDE fl4 x 2' 6" DIAGONAL AT CORNERS OF ALL CI fr ABOVE (RE: PLAN) • OPENINGS. - Li U' 2 Z N 1/4x4 x 0' -6" — I 3/4" CONT. •I _ \ 4 -#5 CONT. VERT. BAR JNTERIOR FACE 5) PROVIDE CHORD STEEL AS SHOWN ON PANEL O z O - } ELEVATION LOCATE CHORD STEEL AT ROOF LEVEL 0.. 0 0 J Q W/2 (/5x2' - "0 4 "GA. �; GROUT 7�� HORIZ. BAR 3 / /, ; ' � � �.4 -#5 / \ 1. -0" \ • / \ / EQUAL 6) VERIFY PANEL DIMENSIONS W /ARCHITECTURAL DRAWI O J X i W i 4 - fly CONT. - X 0 Q p i.SH 7) ALL PANELS ARE VIEWED FROM INSIDE OUTWARD. 4 1' -O" EQUAL CO X H 0 4 IE 14x4x6 x 0' -6" x, G W /2- 3/4"0x6 "W.HS. OUTSIDE FACE REVEAL LINE TEL. (206) 324 -6160 0 4 "GA " RECEIVED FAX (206) 324 -6248 • NOTES: 1) ALL PERIMETER PRECAST PANELS ARE 6/ THICK WITH 'h" ARCHITECTURAL REVEAL. OIT YOETUNWILS RICHARD HUDSON 1.2 0 12 4x4xF 2) SHEAR WALL IS 7'1" THICK WITH NO REVEAL. JUN Z 6 )995 &ASSOCIATES, INC, 5 s TYPICAL STEP FOOTING TYPICAL SINGLE MAT REBAR PLACEMENT PERMIT CENTER CONSULTING ENGINEERS TYPE CONNECTION • 1665 12TH AVENUE, SUITE 18 F 7 SEATTLE. WASHINGTON 98122 -ma _.., � aF. ..m F .� I , )! m I p IT i F t • .....n 1 9 a a A , RI,: ., _ m , I IF THIS MICROFILMED DOCUMENT IS LESS 4.1 IV , _ " t ,. E #4 ®12 "OC VERT. (8 TOTAL)FACE ♦ . b n • ® <27.-0"? <27 -0'> 7• -0 "> 2-#5 R k4 ®14 "OC HORIZ. <27' -0 > 2-# k 4 ®14 "OC HORIZ <27-0 "> 2 -k5 #4 ® 12 "OC VERT -- l� ®- ® <2 (TYP.) ® ' #4 ® 14 "OC HORIZ. ,VV �, e � � _ _ ■� � I �I_♦� �/ (TYP.) V im, 1 �— � T WE D _ _ TYPED �_ TYPE DD CONN 23_6 1 TYPE K CONN 0 ' TYPE C CONN CONN ,� TYPE D CONN �E —:� � . ��_� F4' CONN ', TYPE D CONN 11 TYPE DD CONN 0 4 ' � TYPE K CONN ' CON RE E -4 ,' "' t '- 4 -k5 EA.FACE �' , " '�� TP B ���� . 18' 0' - - TYPE B CONN 18 . -0 .. r 1 (8 TOTAL) , , 18 - 0" 1 - -- - OPEN _...' ) TYPE B CONN N N ' 1 C CONN �� CONN E ' TYPE B CONN �� TW 41II OPEN ' 'll MEZZ EMBED TYPE 8 CONN iYPB B CONN _Z CONN ' TWE E CONN MEZZ. EMBED p 7 �I TYPE B CONN �1 �� m N m k4 ®12 "OC VERT 4 ®12 "OC VERT ®48 "OC )8 TOTAL) .FACE ( MEZZ EMBED D-7 N k ®14 "0C HORIZ q I ®� I II (8 TOTAL) I _@ 48.____C I ®48 "OC — II N 5 M M TYPE B k4 ®14 OC HORIZ " _ —• I __ I 12' -0" 1+1 N 2. 4� �� TYPE TYPE E 12' -0" ��rr�r�r_ TWE B CONN 12' O" - 12 - 0" I Q • TYPE C CONN CONN ' TYPE B CONN n 0 CONN �' TYPE E CONN ∎I :=- == II - Ilil- 2'Ti "' ∎∎��' TYPE B CONN m to C — ate TYPE a CONN I�����'�II TYPE B CON , ' TYPE B CONN •R '`e� ! c�n� ' ® ._ � rl 2 -k6 BOTTOM I m _ 5 - ��Ill IEWfl�� • 6'_p•' _ - - - 5-#5 EA. FACE #4 x 2 -6 DIAG. II - -- 5 EA. FACE k4 z 2' -6" ! � k4 X 2' -6" DIAG. r . . k I� - -- 5 k5 EA. - FACE m ° o ' TYPE C CONN 11 11 CTONN TYPE B � �� TWEE �� (10 TOTAL)W /STD ` 2 -k6 BOTTOM (10 TOTAL )W STD DIAG. TYP. - 2- 6 BOTTOM SLAB DOWELS TYPE B CONN 1/ CONN TYPE E C ONN HOOK ®EA END II I TYP 'I II HOOK ®EA END k I (10 TOTAL)W /ST` TYP. II k3 0 12 0C p W p ® 24 "OC CONN RE II q3 ®12'OC ,f III q3 ®12'OC HOOK ®EA END ® 0•_p^ ,F CONN. • 0' 0" T OP. • '' 4 -//7 W /k3 TIES ®6 "OC. ,,, ., . 4 -k7 W/#3 TIES ® 6 "O „ �„ 4 -k7 W/#3 TIES ®6 "91st ,, a o v a �� RE: A -3 I I� 0' -0 ' T. & B. FOR 42 ",12 "OC T. & B. FOR 42 ",12 "91ac T. & B. FOR 42 ",12 "OC TYPE F -3 CONN _ -� (RE PLAN) , , ® . I II REMAIN - III TYPE F -3 CONN III REMAINDER W — 1 i IJI (TYPICAL) REMAINDER CONN. RE: A -3 PANEL0 CONT. FTG. PANEL O ® M SIM. O SECTION 12,6.1,LEL. O PANEL O PANEL O 0 #5 ® 12 "OC VERT. 2 -k6 - (TYP 4 ®t2 "OC HORIZ. .) P k4 ® 12 "OC VERT. - 2-#6 2-#6 ® <27,_0'> o <27' -O "> 2-#5 k4 ®14 "OC HORIZ. P P ® '� —� (TW.) COBB. RE: B- 4 ,Ir. , CONN. RE 8 -4 w CONN. RE: N -4 �IIII TYPE K CONN � , CONN DD ��_ 1� TYPE DD CONN TYPE DD CONS I: 1, TYPE K CONN 18.-0" , II I, _ RE: D -4 (t. � I RED-4 • RE:D -4 (� ^I RE:D -4 .' TWEE CONN 0 TYPE E CONN 18._0., I -... _ l TYPE BCONN 18._0" I j _......__ i I: '_ OPEN . TYPE B CONN I ® TYPE B CONN 4II p 7 %I I , ' TYPE B CONN 4II I II) ' 18 -0 ��I � TYPE B CONN - OPENING D 7 ' TWE B CONN D-7 7 OPENING FAR SIDE I - III (8 4-#5 ACE I - =III I I i ,II 111 TYPE E CONN m wC) TYPE E CONN CO 12' 0" '' I RE MEZZ. BEAM 12 0 r LD TYPE B CONN I � ® �Il mar_ �,II TYPE B CONN () TYPE B CONN �I_ ��r�.�r7,' I < 0 , =:= "� SEAT EMBED TYPE B CONN TYPE R CONN M,fl Z _ FAR SIDE T��_ .I 11'����li "I < 4 Z S RE' N 4 � MEZZ. EMBED ® 48 "OC �� 1 I�1�II MEZZ. EMBED . 6 _p TYPE E CONN N < " C IIII 5 q5 EA FAC I III I ►. II ®48'OC ' TYPE E CONN n mQ 2-#6 BOTTOM II HOOK ®EA END TOTAL)W /S 2 -q6 BOTTOM I TD #4 X 2 -6" DIAG. TYP. RE: PANELO ` 2 -k6 BOTTOM `II III III 3 _ `• RE: PANELO 3 -k5 EA.FACE k5 EA.FACE ,p Ip D3 FOR ADDITIONAL #3 ®12 "OC 3 FOR ADDITIONAL I #3 ®12 "OC 3 (6 TOTAL) III A_7 II ( TOTAL) w LI - R 4-#7 W/#3 TIES 0 6 "OC III k3 ®12 "OC INFORMATION INFORMATION ® -O ,, 2-#5 CONT. F ZJ IIIIIIIJ II P III T. & 8. FOR 42 ",12 "0C III ®0' -0" SLAB DOWELS w W W REMAINDER 0' -0' W I- CONN. RE: F -3 ® CONN. RE: F -3 _ RE C -7 . RE: C -7 Z�"C COP W TYP. TYP. ��vr�� d .:C NI RE: B -7 V NDTF • CITY OF TUKOJIA PANEL O. PANEL O WHERE PA EL Q7 N. IN LACE O F T E B PAN 7a PANEL O APPROVED V AUG 1 0 1995 Im AS 1101E0 ® BUILDING DIVISION 1 2 3 4 ® (6) ® Ca) \'l \"J CI (1,- © 1 0 0 • 0 , 11 OPP 0 ,.P • 1 0 0I PI 0 1 0 4 I C> > 3 -y5 6 -k5 ®6 "OC CONN. —- __.__ -_ 106 O I— II EA. FACE P EA. FACE RE: B -4A E J <27' -0 "> <27"> 3 <27 -0"> �_ 0 • '■■�_ II! II9 - '(I CO SAGE a � __ II _ EA. FACE O — _ -__ ._ -_ �_- _ _ ..— — o._- /l Q , 'TYPE C CONN �E, - - _- Il R ENN ,� TYPE A CONN II1 j C ENN \J 2 CONN. RE: 8 -4 , ' C RE: B - RE: B - � E �illl` 1 RE: 8 -4 �- Z p_' k4 ®12 "OC VERT k4 ® I II II O I 1 n._ 0 O Z 14 "OC HORIZ . - TYPE B ' TYPE C CONN ftI : II TWE 8 CONN ' 18' -0° TYPE B CONN ,lI . 18 -0 ��I IIIIiI�I TWE B CJ ' �. CONN TYPE B CONN CONN D - - - -- - - - -- �) • = Z k4 ®12 "0C VERT I , q4 ®12 "OC VER II 0 © 2 - OX 0 - Z Q = U �� k5 E0. FACE I I _ 12' -O" �� (4 TOTAL) I II k4 ®14 "OC HORIZ I k4 ®14 "OC 4051 i 1 ' TYPE C CONN TYPE 8 CONN 4� 12' 0" ' II TWE B 12' 0" TYPE B _- _ __ TYPE 8 CONN CONN ' T YPE B CONN (n z ? Z k4z2' -6" DIAG. 3 -k5 EA. FACE 11 II N ® 0 0 C. t(')-t® 0 0 L1..I � ' TYP'•'I (6 TOTAL) . 4 6 -0 11 k4 SLAB DOWELS II T6 -0 CONN ,I III T WE CNN B 6' -0" B CONN '1 ICI TYPE C B 3 4 0 10 11 72 • Q (n J Q TYPE C CONN 91st TYPE B CONN WE B O '' TYPE J �[0' -0 "] L REDEIVED _ ® q4 24 S"OC AB DOWELS #4 SLAB DOWELS ®24 'OC C RY of TOMMU 0 X 0 -0 I ,q CONN. CONN. RE: A -3 ' #7 = CONN RE A -3 • RE: A -3 • O -0 II , CONN. KEY PLAN FOR PANELS JUN 2 61995 ix D X Y Q 0( 13E: PLAN) u mu L1L Ii RE: PLAN , - W RE: PLAN , N N.T.S. n' CO x C9 s PERMIT CENTER CONT. FTC. CONN. CONN. TEL. (208) 324 -8180 I 3 ex 4 5 PANEL 9O RE: A -3 PANEL 1 Q CONT. FTC. RE: A -3 CONT. FTC. FAX (208) 324 -8248 PANEL RICHARD HUDSON c_ 6 PANELS & ASSOCIATES, INC. (7 O;;i 6 " + RE V EAL C ONSULTING ENGINEERS ON 12TH AVENUE, SUITE IS OF 7 SEATTLE, WASHINGTON 98122 I I I I I• .T UI)vF1 rRrli 1 1 1 liTll l II III IIF II m I'I�MI I I FI 1 (Pri I I11TT I �IT = r IF THI MICR OFIL MED D OCUMENT IS LESS I I ., 1 2 3 4 5 6 7 8 1. e. CONN. PER B -4A - #4 0 12 "OC VERT. #6 CHORD STEEL - �x - 1 # EA, FACE JJ4P ) 14 "OC HORIZ. NUMBER OF PLAN BARS #4 IID 1 "OC VERT. #4 0 12 "OC VERT. �''_ / (4 TOTAL) # ®12 "OC VERT ( A (YP)14 "OC HORIZ. 0 (T ) E 74 "OC HORIZ. . i . _ IC #4 ®14 "OC AF HORIZ E ® <27' -0 "> I 6�• e <27' 0 "> ® <2J' 0 "> /,, - 1 <27' -0 "> rAa <27' -0'0 x TYP L CONN " — �_ CONN. RE G -7 / ,fi _����� v L. I _ 1 CONN. R B 4 pro, 'll I. �11111 � i! RE: B -4 '" CONN. RE B 4 TYPE F CONN , 'S'. ' • DRAG STRUT II �I: ' " I I • ' °— � _ __ TYPE L tI CONN L '. TYPE CONN `III I II + NTYPEDF4CONN . TYPE B CONN �II IIII TYPE B CONN •� TPE B CONN I ' TYPE D CONN 1F ■ I CONN TYPE L CONN II I III O O III I � ��♦ III - III (VIII Z ' I TYPE F CONN O I 18. , . I T YPE L . 18' - 0 " �� TYPE L 4 I II I II + I- rn N TYPE B CONN 6- 5 �I � I �I ,II 3 # 3_ 5 7 - # EA.FACE ; 7 - #5 EA.FACE : z ,EA N CO NN • TY L CONN CONN °' N d 9. '11 11U' ..I,: M EA. FACE � 12' -0'• II EA. FACE EA. FACE • TYPE F CONN 119 I (14 TOTAL) •�IIIU' II (14 TOTAL) r ' �. # ®72 "OC VERT III IIII . 12.-0.. I X422 -6 TYPE B CONN . 12' -0" #4x2' - I TYPE F CONY N N N 4 - #5 4 "OC HORIZ 'I ' TYPE L CONN` (6 TOTAL (6 TOTAL) • TYPE B CONN AIL TYP' ' TYPE B CONN III TYPIIII rn .0 rr m 12' -0" EA. FACE TYPE L » 72' -0" Ilr II II II TYPE L ;II I II IIIIII.i ,7 CONT. I III II, g7 CO_I,i m ' TYPE B CONN ' . • #4 ®1 TYPE L CONN I "CONN. III III I r I x i I U m ° o # x 2 DIAG . Mr II , ' TYPE L CONN TYPE F CONN �II III x III IIII lir III II 6 0 OPEN OPEN YPE B CONN 6' -0" I OPEN OPEN I T PE F CONN TVPE B CONN TYPE CONN �! `III 411 1 n 6 - #5 EA FACE ill �' III ¢ o w 6' O " L , iil II 6 - #5 EA.fAGE 6 - # EA FACE III •' TYPE B CONN 4I . II CONN L • TYPE L CONN 1111 I �I CONN A -7 12 TOTAL ( 12 TOTA v a CONN RE: A-3 II' SLAB DOWELS ' I ( ) IIIIII� w I ' (12 TOTAL) 111111 AL _ 0 - 0" 0 24 " II ® ; „r_o 2 - #5 CONT. I 0' 0” III 6 - # EA.FACE . . CONN. '— I I _. _ 111'11 12 TOTAL _ ./ SLAB DOWELS a— S. S p ( — a ( ) RE: A -3 ® ,...x.,...., CONN. DOWELS SLAB DOWELS d TAI "=" CONN ( •,• TYP. RE: " -3 RE: C -7 RE: C -7 RE IIII RE: A -3 �- -_— and RE: PLAN) �� _ _ — i I llll�l'I I�! e— ■ (IIII R III., ., I�ii���� a �J! v 2 - #5 EA.FACE 2 - #5 EA.FACE lin RE: B -7 (4 TOTAL) ` (4 TOTAL) CONN. RE: A -3 CONT. FTO MIN. " � MIN. MIN. MIN. PANEL 12 P N E L 13 14 PANEL PANEL 1 5 PANEL 15 P.C. PANEL PANEL THICKNESS = __ L. REINFORCE PER PANEL ELEVATION 6 ° +1/2" RUSTIFICATION = 61/2" TOTAL TYP. ° • VARIES 1D-PANEL 3RD POINT 1D--- PANEL JOINT UNLESS NOTED OTHERWISE. 7 A , __— _.- __.- _ -___._ ROTATE BAR TO FIT 1 1lh "CLR ( ° <27 #4 CONT. # CO. r limit— , TYPED 1 #4 x 2' 0" 0 24 "OC P.C. PANEL " P.C. PANEL •,� 90' HNTOOK ®TOP EA. END '� ' TYPE C CONN CONN (MIN 3 EA LEG) #3 0 I2 "OC I �,� ' 12"x12" PILASTER STD 180' HOOK U 0 M ASPHALT CONC. SLAB WI- 4" 18'-0" TYP B FOR REINFORCING ®EA. END p0 I TYPE C CONN 'I II RE: ARCH. Ms V11" RE CONNECTION F-3 C OR A-3 / � • I Q Z CONN 10•_0" / RE F -3 OR A -3 .0.0 Z =� • X 0 14 "0C HORIZ COVER (MIN) # ®12 "OC VERT 3 GROUT __ _ . ���� 5 - #5 HORIZ. N CO a TYPE S � .s ®EA. FACE Q ' TYPE 12' -0" C CONN 'I II B ®R•S �`i 3" R ihxi� x 1' -0" 3 R 41.14'. z 1' -0" (10 TOTAL) t0 co O'- I CK , *„,, sU 2 #5 CONT. W 4 13 x 2' 0" n C 6x13 x 2' 0 0 0 �� � (RE: PLAN) � 14 / - 4b 0x4 "W.H.S. W /4- Retax4 "W.H.S. Z J » ' TYA' E -0" CONN TYPE NN B ® __ 'I __ 0 6 "G �� n ih "CLR ®6 " GA. Z �� SLAB WELS 11 m P C 0 0 CO 1 •_6" • • n C 6, I3 x Z' -0, n n n n 1 n n n , DO Vs' R 45x6 ii ; dt� " 2' -4" 7 - B Y.x6 x 2' " -A 0 x ro @ 24 " DO MIN. •25 • W/4- 56'0x4" W.H.S. " W CONN. 0 6 "GA 25 2S 25 25 t5 W /5 - h x8 W.H.S. t5 25 25 2 i5 t5 2S W 5- %.0x6 "W.H.S. S® 'IMO, RE A -3 3' CLR �` X CONT. BOTTOM ��'( ��t��ipp �j f 2 6 — -� RE: PLAN �� . � WQ�i • �. \ \ 1'h "CLRt" ® s RE: PLAN FOOTING & REINFORCING FOOTING & REINFORCING CONN. •, RE: PLAN SHEET S -1 LOCATE CONNECTION RE: PLAN SHEET 5 -1 ai - ® PANEL 3RD POINTS I6Vs "I . +1 RE. A -3 PANEL 16 - CORP. FT° SECTION A -7 SECTION B -7 SECTION C -7 SECTION D -7' `u ®I SCALE: 34" = 1 -0" SCALE: 44" = 1' - 0" SCALE: 3/4 = 1 - 0 " SCALE: 34 = 1 - 0 " 56" EMBED R 6 -14" STIFFENER FE TO STIFFENER > 14 V (3 EA. SIDE) GLB RE. ARCH. RE: PLAN Iq �y lg,y 3 " P.C.PANEL # 4 :1 VERT r 7 r 71 71 �( 3 (6 AL) 11 II II II II it � y� -(6 TOTAL) tslsulstsu I #4 HORIZ, ¢ GLB CONT & PC PANEL PLAN 4x12 LEDGER 56x7Vi x 1' -2" EMBED R WELD BEFORE\ (NOT SHOWN FOR CLARITY) — O BEAM IS IN I v p Soh" P.C. PANEL • (SIMILAR ® GRIDS 6 & 10 ) 2 ROWS -10d 0 4 "OC PLACE E 4 2 ROWS 10d SE eoc 0 IM . S. © i Q AI 1 .. M f i l ii_ Z -- � _ . ASPHALT P.C. PANE a •, = U GLB 1 -0 — 4 • .- 3 O IX 2 "CLR 14" R EA. SIDE - - - \ = J 3 - #5 CONS. 0 Z D -4 W/6 -1 "0 M.B. vs / Q — >" 1'_2^ SIM. — .� 3'CLR M 44" BEARING R V W /4% #6x3 " 4 "GA. RECEIVED 0 x I+1 L - i ll ROOF BEAM W/2 #5x2' -6 VERT.® 3"GA. 01ry 0FTUKWI,S r I RE: PLAN & 2 #5 -6" HORIZ.® 3 "GA.- : 1 " 7 Q I 4 - #5 CONT. - ••Sx K 3 a •. JUN 2 6 1995 m m P C9 L # 5 ®ih "OC P.C.PANE u 4 I• -- PERMIT CENTER ERECTION PAD ® 3•• _ _ TEL (208) 324 -8180 BEYOND z--) 3•• -- - 4' F'A% (208) 324 -8248 RICHARD HUDSON Sd 7 W/3— # 2' 1„ &ASSOCIATES, INC. S W/3 - 4 EA. WAY _ BOTTOM SECTION E -7 SECTION F -7 YP.� 3 OF 4H CONSULTING ENGINEERS SECTION G -7 1806 12TH AVENUE, SUITE IB 7 SCALE 44" = V -0" SEATTLE, WASHINGTON 98122 SCALE: 3/4" = 1' -0" _ .— ......._ .._�..,..,.��.m.,= � .. ., . "m.:�.,_•.- „.Y.m�.:,",.:e._ _.. ®,»,.,.,.a.�. .; .... _ ” , . � ,. ... _ , .,,,,:. ,,-1- -, y .;� , �.u.�. . .. _ -__ ... _ .. .• •.. ,., ",,,.r�,...,.,.�._,..,,.w�..... .m___,_. __....n,n�,;.�_... »».,,,srH. . I';T P rifilif il i rl � ri'll � TIPI . 11-11 T.1' , I , 1.1 r -. ��V � 1 _ IF THIS MICROFILMED D OCUMENT IS LESS I __ .... ,.,. I 3 4 5 6 7 8` -- ._..... - . E ° CLEAR THAN THIS NOTICE, IT IS DUE TO