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Permit B95-0221 - SOUTHCENTER GOLF - BUILDING
• •2 Nit (0)9 ( . „ \. , ,.,„ • . (u.,- . '- A s. . !I . . , CERTIFICATE OF OCCUPANCY . . CITY OF TUKWILA . . .6300 SOUTHCENTER BOULEVARD. SUITE 100 TUKWILA. WASHINGTON 98188 . .. ..„..,,, y .,... THIS CERTIFICATE ISSUED4ORSUANTJO‘jHE Rg0U1REMENTSOF,SECTION•307 OF THE , „...„. . UNIFORM BUILDING CODECEPTIFYING'JTHAT AT THE TIME. 1HIS STRUCTURE ' WAS IN COMPLIANCE/WITO THFIVARIOds')ORDINAUCES OF THE Cf BUILDING . _,...... . .....,,, CONSTRUCTION 1APPLICPBLf. OR,OSE;''ANDALL''APPLICABLE_CITY FIREJDODES''. FOR':':. FOLLOWING: •. ., ''••., 'v.% , ' .. . . , Teri4f)t: SOOTHCENTER GOLFANC'.:j..- .P61"Alt./....N0:09f.; -0221 . , •-•, . • Buildtng AdOes.: 18791 .SOUTHCENTER PY ",.'(:,.. ''Sutte v.,•.: , .,...• , Pa9'01 1 -9015 0 , 11161SCHOENBACHLER ROBERT W —.:.•-.-: .:.' ..,.., • '.,:'./j.',, . . ,... . ,..t.' , ,..',.'4.'• . ..„ ..... ...••, ,"... • . /j 2 '''' '" •1:•,',••4; ...)- ., ,' . ... f.)c '''-• '.. '.'• '1i., ;' i !- 00:::topvint : k ''' 4)3 ' IX , Ci extIPOcY ., Cir-5: 1 4P::;M;" .--- ---............,' / c •., ' . • ,..•'. ...:' Type •iii Cc.+i-i;'t ; / :':, ,. .-.. ;' - ' .,. . ,... . fi:', 2V : it , , . . - Ths'' .,..,' ? ' i. , f ..- - --,.„--' ',..vi,. •;;, ," ' ' ,.., .. -,:,, 1.•):d1; . . BU • ,.,,. ., i ,.. , .... - •'-'.' - ' .,...,, '. . • ,:. . .,.,, . ,:.-., ,,,.0.,'; CON$TOLIOXION*OF NEW ILDING DRIVING R OR -ANGE AND P „OSHOP. 3 ,,, ,,..., .."' '' '`...',' ',. ,, '''.. ..:,: ....„,,,-,:„,.;,..,:•., ..,,.!,,,,,,/, ‘ • .,•‘. b .. ‘ 1 • ';' \ „:;• :' '-':`.!,;,..,, . l',!...,,:- . . ,„, 2 . ' . l'. ,... .. „ . , , ... , BUILCIIING OF "it' ' ?.----j .'-:'.--,-'.."''''''''''',- '..,DATE 4 • •• . . ... , ...-.:-,.. ..,. .:...: . :::...' • '''....i: . ,.,,.,:: ..i:,..,,, '..,....: ,....- . . ... „. ., ,,.. , ... , , ,.....-.-..,. . • : , ,,,,...:-...'-'2',;•'.. . ':•::::,.i•::?••••,.. • . . IHIS CERTIFICATE MUST BLyCONSRICUOUSLY.POSTEDOWTHE PREMISES , •• .. • ::: . . . , . • . ......,-,:--:::::::::::::':-..-' • . . . . . ...,. . . . . „ . . . . . . ., . . . . . . .. . • . , , . . . . .. . . „ . . . . . , . , . . •• .. . . . . . ' ' • . . . . „ . . . , . . . . . . . . . . • . . , . . . . „ . . . , ... . . . • . . • .. , „ . . .. , . .. . , . .. . . . . . . „ • . . . , , .. ., , . , . I • • ' . . , . . • . , • • . . • , ■ • . ' • ' • . . . ' • , . . • • , 1 1 • I • , ., • / 1. ' • , . . ' . . • . • • . . . ' ', .• , . „ . . . . . • , t . . . • • . . I , . • . . . , • . . • ' , • • • . . • , , . .. , • • ' . 1 • . • . ' . . ' • • I • ' „ I , . . . . V • . 1 , • • ' . . • . , . ' 1 • ' , ' • • ' . • . , • . . . , I , . . . . • • , • , . • . . , . . • • . . • . • . , • • . . . , . . I • , • • , • • ' . ' . • , . • „ . • . • • . . , , , . • • • • . . . • . • ... , • . . • . • .. .. . , . , .' '. . . : . •• .. . . 2, . . . '. • , • , . ' . . . . . ' . , „ . ' . . • . • . . . . . . ' . , . • I : • • • . ' „ ., , , „ • „ , , ., , , . , , , . . , , . : ,, ,. 1„ , , . . ., ' , , . • ' . , . • . , . I • , • . . City of Tukwila_ (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0221 Status: ISSUED Type: B-BUILD Issued: 12/19/1995 Category: NCOM Expires: 06/16/1996 Address: 18791 SOUTHCENTER PY Location: Parcel #: 352304-9015 Zoning: Type Const: V-N Gas/Elec: Wetlands: Water: HIGHLINE Sewer: SEPTIC Contractor License No.: FERGUHS370NO Type of Occupancy: STORE Slopes: Y TENANT SOUTHCENTER GOLF INC. 18791 SOUTHCENTER PY,,TUKWILA,. WA 98188 OWNER SCHOENBACHLER ROBERT W. 1003 LAKE ST . S #001 , KIRKLAND WA `980,3:V CONTACT MIKE BAILY;; 1319 DEXTER AVE :N #260., r,i,SEATTLE, WA;' 981 CONTRACTOR FERGUSON` LAUGH :S Co. P.O./:BOX BOX 8086.7', :SEATTLE, WA98108 ***k**********Iit****4i.*k,i**4,4*it*****yY *************k*ak'?c*:tkk;t(*%4tk40**********.**** Permit Des.cription:. CONSTRUCTION OF,. NEW PROSHOP Units: i001 Buildings: 001 Fire Protection: SPRINKLERED� UBC Edition 19912 Valuation: 360t384.40 2 5'66. 95 ******************'+k****************************'k********** k*****'*,kf*fir***•k** Phone: 206 283 4764 `'Ph'one: 206 767-3810 BUILDING FOR DRIVING RANGES AND SETBACKS Back: Right: ilkaa Authorized Signature Front: :'Left: I hereby;'.certify that I have read and examined this permit and. know the same to be; `.true and 'correct. All p.rovi,sions of . law, and ordinances governing this work will be complied with`, whether ''spec i f i ed .`het•e i n or not. Tbtal.Permit Fee: The grantingOf this permit, does not presume toy give;rauthority to violate or cancel the pr,ovislons of 'any.,oth,er, state.'or loca.l6laws' regulating construction or, the performance of 'work. I am authorized to sign for and obtain this b Signature: Print Name: 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 period of 180 days from the last inspection. City ®f Tukwila DEVELOPER °S P. DJECTa WARRANTY REQUEST FORM :SECTION:::. to be .filled` In b 0.00.10 r /authorized City staff . NAME OF DEVELOPMENT: T K ( /(,/� . -P , � G ✓ / DAT z / f 96 DEVELOPMENT ADDRESS: 12,7 9i Soun-icci //9/Lk w/c PERMITNO.: B 75 - 0 22/ CASH ASSIGNMENT NAME: So(/TCoviat Co (,'F TEL. NO. (2 -0(2) s7 S - 7 7 9 - 2 SHALL BE REFUNDED / 0 : 7 o f f So Uh-i C AL 1 BY MAILING TO: ADDRESS ri Y (please print) CITY/STATE/ZIP 7 U tarn! L-4 , 1 4../ 4- . 9 S / 42 0 • DESCRIPTION PLANS�DOCUM WHERE MS ARE DESCRIBED): NCE _ 0 2 / ��� 1 H P- osCti' MM» G 2 F 1/2A 6k7 0 /I , As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ / I , '22o . v " ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: (f4, `1 / 2 -S1 1 `7 `11), 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 a t riz the City to go on the property to carry out completion of the above deficiencies. I further agree to co pl , t all work.4i e prior to re e ing inspection and release of these funds. SIGNED: /(Y ( e TITLE: D 6 V (= V0 A..- • .. ... ... . • W: f. : dwVvl .al�e.wRa <a.KnNa,.Uws»:aa:c . • .... . • • • • • • • •. • .: : • • . ... . : $6awauub�aiNafxas:JUUa.•a. • '•p:o :;:WMaa:a:V:i>. � . ... ... aV'IN�iLCNtdN.BP1M... BE ACCEPTED. .` ::. •: • • D AUTHORIZED B ED THIS F IS At9THOR TO ACC PT .� : �77Q.Ai::2:�ru:`.:�: >cwrii�razf • ::..by::;c..1� >a. ff}.<'« ><:<; >J FUND SIGNED: i ! �,� DEPAR "farikSlfl HEAD: pQu_ AMOUNT: $ // 42_x. 0 �� —_"G' - -•- T CASH > (") CASH EQUIVALENT DEPOSITED THIS DATE: --/- -- 'y 77/7 • CiTY RECEIPT NO. ��,‘,'(7Q RECEIVED BY: „Z.__ — C�.� .......... ..._� , �aa�c ,;xuccoo�w::Y::am:au>w. taw: a• w: Haawe. �., s,,.,,... a��s»» vn :c:acwaw»r.::oawua+'.,wa'am`.. :;»�,;a::v;•n+:aw • • :+1ncw:nro>•• - .,: v,ry . ': ` ==ay.w:awa:a»a »w:,•x vtoau:,t 4., :.SEC 3 t n/l /eta : ::;. : d ! t .;.:.: ,t� 10 :.. : r .:;•>::.::.:,:::; >:<.:: , • R, e . .. :. . �• :•:.: :: f .. .. . ;..:::.;_,;;.::;: .., p.:: ,.>:::::.:: ::.:. �.»: « :�::<.;:<:::1_;•...:: 1111 w,or;. tdet:tifio�i �e� Section 1 of this form has now been completed 72 HOUR NOTIFICATIQN FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FINDS request inspection and release of my cash/cash equivalent. DEVELOPERS REPRESENTATIVE: DATE: 1• a » •P `!' i h��ve reviewed the olio• :e work and ft��ti 1 it accept and therefore :(tq;::ri �<comp�'eted.' < : �� ;:::;!���y <'�3����r > >`�«�< � � • :::. ::::::: :::::::....:.:::::::: ::. •......::<,../ : :.:, ;; : /,:<::::.::.<,.:. authorize the rek se of the above cash assignment. CHECKED BY: r G / ' —11 . 7l�`�l �6 .4UT IC:� Il�LU i]'1: '� L'`�! DEPtIMENT:1) CD1V'LKty • • ' : .. •.,, • V/ 'v . .... ....a>:4..,,, , Krrii • • .i+ri;L,,3.... :1 .. .. ,, : itze.rr.=,.. . :K ti ,.,3 a..a.M ' s » Y IZ w F'R"i9i if .{ f•.. w»N�w, i 1 .�. ••, 4 . • •» , »v. •O�' ,4 .. 1 '. t Q. ...: :.Rt '' � ? '. fs1 # .: .•• AMOUNT: C• CASH EQUIVALENT -. LETTER AUTNOFIL ING RELEASE RELEASED THIS DATE: C` CASH CITY CHECK NO. . RELEASED BY: _ , FINANCE DEPT. • s:;..:;:a;s.:...,.. ; v;.:x:::a r.;»;:a „.....,,.»,.,...== n ......tea. xo::... ,.» .t '.,.'..L':'• t,,.."..."n;"a„ Sw~a.,..,..,:. w:», s'»;. 37, 71o`r;,f„w.=.....w.,."'m"3..,: o-"�"�.., +.,fl,§,...,.,, ,.. ....vS"'r..: t,. • Upon completion through Section 2, Finance personnel shall Upon compiAtion of entire form, Finance personnel shall send copies to: _. _ Developer send copies to: - Developer Finance Department - Finance Department - Permit Coordinator, DCD - Permit Coordinator, DCD oen anxo • �. J • tinke ''" LANDSCAPE/CONSTRUCTION, INC. APRIL ?A, 1990 SOUTHCENTER GOLF, INC P O BOX 3674 BFT J J ,WE, WA. 98009 RE: LANDSCAPE HYDROSEEDLNG AND PARKING LOT IRRIGATION. CHRIS: TO FINISH THE LANDSCAPE OF THE SITE WE HAVE APPROXIMATELY 66,000 SF TO BE SEEDED. THE COST FOR THIS IS $ 1980.00. THE PARKING LOT LANDSCAPE IRRIGATION COST WILL BE $5500.00. IP YOU HAVE ANY QUESTIONS PLEASE CALL. THE HYDROSEEDING WILL START AS SOON AS WEATHER PERMITS. • 1 .♦ HERB TINKER PRESIDENT 18040 Des Moines Memorial Drive So,, Seattle, WA 98148 (206) 241 -0584 iJ3 - ezr, ^" a or,. %F!q - :y*.Y r .... F: _ . , h r7 -7,r ' ""+.Y77r - • -. '70.0 GENERA 11720.00 :.*It'Ak•t-k*** - Ai. *5 • ay*; r¢ ia4,-* 4,• nik* yy.– A**4.4, kk3-r;.- 4*.:tb ;x:ib4 + * * k*w- **A —.– TOTAL . 11220.00 a: T.Ti . Or T.jg4I)_{ . h€ t? `� �j IRSAN:3MIT CHECK 3.220.00 - *; , ,z * * *:.r.* *4 *A** ** ' ,9. , „ *�•A * * * * • 11-A *k* : ***1� x*4-* *k* *4 * ** CHANGE : 0.00 TRANSMIT •3}umber: 9£004045 Amount: • 11._220.00 04!24/ 1221.613.^3 5008A000 04 :42 P:� mer+t Method: CHECK Notation: SOU.THCE TER GOLF Init: f.OP Permit rte: B95- TvDe: 13 -BUILD BUILDING PERMIT • Parcel No: 352304`9015 4. Site .Andress: 1E:791 SoU?HCENTE.R F'v • • This : Pavmerat 11.220.00 Total ALL Pmts: 13.7R6.95 ' • • . Balance:' .cis . *A. fair.3,*t k* * k *E if +* it r * * * *rt *.**s %*tR**** * k4r43**. Account Code Descriution Amount — 00073.86. 908 BOND'S/DEPOSITS 11.220.00 • • • ti. .'> .0,. U) _ ..), f' i ,�-�. .S 4, e ..w : ..i. .+ i s ;.z:» .' -"e`> , °�%��'`w''sy '+ ip CITY OF TUKWIL " 41. 1 Department of Co�...1iunity Development - Permit Centel-- • i 6 Southcenter Boulevard - #100, Tukwila, WA 98188 " ` 1908 " (206) 431 -3670 • Building Permit Application Tracking . PLAN CHECK PROJECT NAME _ _ NUMBER - 01 1 1'1C 0 I ,I (O\ HOC,)•_ SITE ADDRESS _ SUITE NO. —95L - ) a t1� r INSTRUCTIONS TO STAFF . • Contacts with applicants or reque 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. DATE > �.< :. .:: ::. .::.: �;.......�..:: :..: �:<::::;::: ; ,.: DEPARTMENT D IN : >`s REQ.UIREM E NT S / COMMENTS ;,; : . .. . :APP OV:ED.. : ` .., 7/1/ / .. . � — 9 Date Approved - ..... 1.3 1 BUILDING - 1 t7 ¢ /(b ), CONSULTANT: Date Sent - 1-- - initial review - Y ` qc ) (ROUT 9 1 - 0 -FIRE / -7 / ( 9 [ FIRE PROTECTION: a� Sprinklers g I Detectors a N/A 1 II C , , J 1 FIRE DEPT. LETTER DATED: - INSPECTOR: �'— f ., INIT: ; • /.' - ZONING: jBAR/LAND USE CONDITIONS? (JYes L] No K,PLANNING _- 4'�u,.�■ REFERENCE FILE NOS.: S INIT�j MINIMUM SETBACKS: N- S- E- W- 7 ®Q3` UTILITY PERMITS REQUIRED? " Yes I No •(PUBLIC WORKS PUBLIC WORKS LETTER DATED: INIT: / O OTHER INIT: , r TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): XBUILDING - � 1� _ '�' `/�► i final review IN T: 7 , i v �v Yes O No ��C( .4- { BUILDING `1-I i ill ,h OFFICIAL • INIT:0 , REVIEW COMPLETED AMOUNT CONTACTED OWING: Fr carlk 60 c9-Q63 _ DATE NOTIFIED I ' t I S_ Cn . (init.) .....iretf3 2nd NOTIFICATION "I` BY: ` ' I) 5 ,' (init.) 3RD NOTIFICATION BY: (init.) 001/08/V3 L , `k` e5 $ so.Oo BUILD1N PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 4 I � �, 0 DESCRIPTION (206) 431 -3670 BUILDING PERMIT FEE : s PLAN CHECK PLAN CHECK FEE 1 ► O'U ' • C� NUMBER — "aa_. .I BUILDING SURCHARGE.: So { A PPLICATION MUST BE •THER LeouT c�nPt�rc, v OTAL .�� # V LUE OF CONSTRUCTION - $ ' II \ I� .. 4 J t .. '" 41 9 ( TI:4e- Tr 2 (pt D ) PROJECT NAME/TENANT ASSESSOR ACC PUNT # TYPE OF !! ew Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: • Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Z--0 ti-- .F 151 ( 2- ( "Cc` 440 —V-A- /PP- 41 BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: G nc>c.„r T1�(�� �C�+ R.- P./LA.444— WILL THERE BE A CHANGE IN USE? ` , o 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building:,, Tenant Space: Area of Construction: WILL TH RE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No Yes IF YES, EXPLAIN: •'r1 --4am Art as FIRE PROTECTION FEATURES: "S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER! , ilca� ���,�t� PHONE ZIP ADDRESS (dam, ,�`�`` 06 ag. G uam . CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT I� 2e.3 �4 ADDRESS (� � C" ( ` ( ' t.�� ��� ZIP I. HEREBY:. ERTI:Y'.THAT:7:HAV. :/D:AND.. :EXAMI ED>: THIS::APPLICATION,AND.KNOW: 'H ::SAMETO << :< : >`: BE: TRUE AND CORRECT~ AND :% /AUTHORIZED TO::APPLY. FAR THIS .P:ERMIT , BUILDING OWNER SIGNATURE / DATE OR PRINT NAME PHONE AUTHORIZED r'' �'`C AGENT ADDRESS1/2(9. t . ( ci ova, d ZC CITY/ZIP c„( 96V49 CONTACT PERSON PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions .40, our process or plan submittal requirements, please contact the Department .• •• ' 'ity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED JUN 2 1995 DATE APPLICATION EXPIRES C� c 9 co ~ l " I -- ,�N p�riMIT CCN:'Eil 01 ,•,, - r BUILDIN-J PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 BUILDING PERMIT PLAN CHECK C PLAN: CHECK FEE (¢"� 6, � NUMBER )-01)._ BUILDING SURCHARGE `L} APPLICATION MUST BE OTHER . FI OUT COMPLETELY TOTAL. SITE )RESaS j �� ! 7 VALUE OF CONSTRUCTION - $ n f 6r { GU �1A?i 1��.,.7 - / ( =^ , PROJECT NAME/TENANT ' ASSESSOR ACCPUNT # (Lt 7 v 4 s 90( TYPE OF ew Building Li Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: l -Ki"f L - '- ( l- .e.1/4 -› c.a 4, .1 BUILDING USE (office, warehouse, etc.) at e. NATURE OF BUSINESS: G , -.„, WILL THERE BE A CHANGE IN USE? o O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1 Tenant Space: Area of Construction: WILL TH RE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? O No @1 Yes IF YES, EXPLAIN:��'u - 6 + '02 t _FIRE PROTECTION FEATURES: Sprinklers (] Automatic Fire Alarm S stem PROPERTY OWNER , k1oa� PHONE ADDRESS ig:,,t7,1K ''c; 1icce,Lcr�'' - �G.,.. ZIP CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT r� PHONElcc 2� 3 ,4. ADDRESS T '(v'12-' �� s� 2.. �aFt.,4, ��� ZIP CERTIFY THAT:I :HAV : " 5/D AND EXAMINED TNIS APPLICATIQN ANp 4<NAW THE >.SAME T0' BE TRUE, AND: . .CORRECT; :AND: �AUTH.ORIZED TQ :APPLY.: >FOR >THIS;P:ERMIT . :: >:::< :: BUILDING OWNER SIGNATURE ' DATE OR PRINT NAME PHONE AUTHORIZED C°�Cl�l� ��''l; AGENT ADDRESSI2 t -. w � 24 CITY/ZIP .c. 5 CONTACT PERSON PHONE � 3 4 - KA . APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions .jo.. our process or plan submittal requirements, please contact the Departnwig t, - 6 , 04 Iity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED JUN 2 9 1995 DATE APPLICATION EXPIRES � lL? l - i 93 "ii 41T 9ENTE l C.% ri f_ . . . „ . . , . . .. „ . ... .. .,....„ . r. ,. ,,,, . :,...., ..... . ... • A. ...,, . ' •( • L; P Es. ',.• 'I ;H: ,.' l'..: S S . S I D E 4 L i''' , *1/4,.,.. P t. r m i P.:: N o : P W95 - .:*; ;35 I s sue d • 1.: .. 19 ..1 Y. . S t a t u s : I S S LI E Q Ap p :. o i 1 et tey . i2 il '3 ; 1995 1 Project. TUKimILA DRIVING E 06/16:1996 , - . . Ht? Address • 18791 sou ril c E IN rErf P' . ; L 0 o a t: I c n : 1 3 '9 '2% 011T Hi.", E N TE P . P r Par•ce I #: 352304-91)15 Watercourse Wetland's: Slope T. : Sewer: SEPTIC Watec: HIGHLINE Contractor License No,: 'ENANT SOLITHCENTER GOLF INC -- : 18793 '3 OU THCE N TER P 't ..-:- CA:: WA98i'8:8"'-'-' , WNER SCHOENBACHLER ROB.ERT.,W--- 1003 LAKE ST S.::4001 KIRKLAND WA.-is-14003 3 , NGINEER 7 SIDS ..- .-- r,N. i, ,;- :t 4 ,' ,:r V 0 P hon,eN;' 206 . 4 81 . 968 . ',...',.,-,,-- .. ' I. „ . —.. ''l 0 0'-' TH - BOTHELL: 'r '' ''.;.k z21 p li --' .- - '-' -....,•' .,” - !..:- '„.: > — - ,,, M - I/ .101. 01 N'N',`,!'!+'"\.. ON TAC T ED I L I NAR '4,, l ';'111' 4 /"?.;-,, ,, ql • / .. -/.' y,./. 0,i e : '.2,..9 6 Z 8 3 . 4764 1319 DE'gTER AVE '''''''4,4 ' 260 ,, ,:-. SEA T '1 I: E 'WA' 981.0.4 ' .;:;:;',',',:, 6' \I 47'.'! , A 4 A A 4. * * A A A A .k * k * *f**/* A l 4 •k,,A A 4 A * k 4.4 A 4 4 p / 4/ 4. .4 A. k A A N A A: k4i;4 4 A N i.)/, ,4 1;:P:44, 4 A . ;1.1 . if : A A 4 A N * 4 A A A 7 * * i , 4•1 , e : ‘•, .''' ''4 'Y ,4i* ';'.‘ .;', \ ‘04!'i't Additional Permi-t DeIstribtion! ' 'Nf ;0,- ..,,,, 0, .;',,k „. C - , DRIVE ,!..,r N , , i .,-,- . , .,..; • 4 4. ..,, , .” CONS „WA'r @ NS ft! q I " fiCEN TEW Fl ::.1;A 4:40) N; ° ^1/1 . j 'I i E t \ ; 04/ .. .. l i , , 1 , ,.... '': `, ...,:,"" A d (I i t 1 1 ...! n a 1 ( .: 4 1'..4.1 LI . a r e e tq q it :N:. i s i tiny S qu ate et ''.e. : . ..,,,,,., ., ., ...1 '0 .,, 'N.4!• , N e w '3 a l'eg.,It : .0 ,...-,.?. Y. P I i .,. , i I IS. p e c tpa; n ,F,:ee 15 00 A c t 1 :,:! r ''''`"'; -%:/,' c ',*.lo 0Q : , 342 '0C . ,,,-..,,,,,, ,i., N. -, ' : I Plan C ,r9 ,F. I< re. :7, i 0 it r .. ,,, ,„ ,--,-?.:, 0,, 0 0 ,I1 '',, ,,. , ,, i . .. ,,,.,..;, 4 t,.--. , I i.. ----,.., "': ■ ; ' .„''.., r',,t.‘•)y411 A c c t N o :' 3 ' 5i,' 310 0 -1. '9'':i - q , • ? i p , TIIPAL F EETh " ,--''-':-:-... - '' , ":''r 00' \ ','. '" i'4'' ; 1 -/." tr 4,, . "?. ,.3 I '',', ' ! ..i '",; ."-- ...) ' Az , - b i ,,!;i '' i , ' .--- i 11 g C 0 LI 11 tylry,a 1 u ',,x ,.,,, '.,,,- .,/,,,,c s' :.,,‘,„'-. \'v.,.i,i Li l'i 0 1 ,..jC 0 n S t ' . 0 0 1 **A****k**.k41 Ad* .A ikr,t, W A 1 , A 0, .k 4 ;0;14 A.,..i, v`A. ,A,4. k A 4•'-44i 4:' *.,* * -44. 44.4 *A* A *71( *k *A* A A .i •A k- ' A A. A AAA k•A k 1 I IV,1 ,1. It:' .1 ''. e tg 1 ' •• • 1.';',; he r eby a i p t h ,Is..., V e r . m l' e -(a n .4:1 .,."`a 9 r e e t ..A: oa-,1.-. p i I c a b te ; g: e c t'{ on? I of t h e 4 C i 4 , 4 , • 1. L. 14 . , , 3 t y of T ult 1 a limn) c tp a 1 Co d e . W e a 9 r e el t tn --4. Pt. y o f •T u l..ki„), o . he 1 d ha r nil eks\ t oir 1 't? r a 0 y 0 1 a I in. a r i LT i ngra'.s- a __Les utt of .t, t h it.kp r P e r m i t s Wh i e l * . . , , . : a y ec ilV, p ti b e y o n 0 t he e ..,:p {- ontr\t N 'd a t•1 air c f e -p p 1 i c t e P 61ffii ! \ ws I .... t V ' , r a a Alb a n 4.1) r4e: i s sl.ra n 0 e o f the e p e r m i t1 t li, ' - ru `qh..4 e 1:) i t t i o n a 1 f e e y a 4. • d i . 0 , . X1$ $.4 1 ...'° \1: 4‘,‘,. l''''' -, T THE APPLICANT\MUST NOT4EX 111E INSPECTOR OF COMIMENGE11%;N Ag4KMPLErION ".. .,, . OF WORK AT L-' HOURS ADVANCE. TO SCHEDUCE AN IASPECTIONICALL . 4'33-0179. / . .,, • .:',7" / 2 , je" . . ... AAA A k** .4 * * * * * * *A* A .A. 'A * A Iv Iv kth 1 4 k A A . 1 , .4 “*.** 'A 4 . ii,.N1 44 T/ 4. 4. .4. sk A ' * 1. k:11..1k .. 71 1 k ; k A. * * A 4 kk * * 4 A kk * A ! APPROVED FOR ISSUANCE .13'1: ,,',,,,, I's.trwed BY: ‘"...-=-.010../.q. ...„, - '4 .. tifi. , .. .. • '`.... , r .., • ..... . . , , . .,... dZ2.: :%.. I .,....,.....,........ ... ■■...■.J.a:5. . . Authorized Permit Center Signature . . A 4 A k . 4- * * k * •A• * * * 4' A * 4—A• A A- * A A -k 'A' '‘, * •414' A 'A k A * A A A A * A A 4 A. •4- * A. * A- * A * N * 1e N A"A 'A' A - k * * - 4. * A' * k k 'A A. A A.* A- A A. A 4 '4 I hereby certify that the permit holder whose name and address appears on . this record has satisfactorily met the standards and conditions for the 1 project approved herein. ; • Final Inspection Approved: _ _ _ _ _ _ _ _ Inspector Signature Dar e . i H ki ' N . ... .. .. - . ..... .. . � .. e , ... ... .. � � ..... ....... ... .. .. ._ .... .... ix•, .wl.m., a ... Hi1.'t.. .....fit:! �... ,.� ... _..._........«. v. ..nJw+.e.r »awf.+•»a tY.'r,nvve.. +. to 1.:. • • • ` b \ .. ` , 1 • CIT'r OF TUKWILA Address: 13791 S{: UTHCENTER P'7 Permit No: PW95 -0.335 Suite: Tenant: SOUTHCEP4TEF? GOLF INC 'Status: ISSUED Type: PW- Cc :AS Applied: 12/13/1995 1995 Parcel #: 352304-9015 Issued: 12/19/1995 •A •A k •4• •k 'A• A :k •4 'k k k 'k •k 'k :4 k '4 'k 'k '4• '* k * * A A 4 4 4 4 N 4 A A k k A A k 'k 'k •4 A .4 k •A• •4 A k '4 •4• •k 'k 'k k 4 k 'k 'k * •A 4 • e •4 A * '4 4 •4 4 A k 4. 4 Permit Condition: ' 1. Temporary erosion co ntr o,1; 1 P" '- Y'Z;=,40 im lemee as the tir� t order of k� --.....-• q. .: cwt0 p rve 11t`" ".. e ,j,t • . �. L ion ott'- s'ite or� int.o e is ;avbi wi i,,�- �,"Eor•n r' -,inaye taci1i ° "1 'w 2 D r • I ` V e w ay sha1I 1v t, ‘... itilv/ cult s .. '371'0 Driveway w id t, uK I i iie �, c� '` i.i i a and. riaxinl.A '5,1 lope ..ha I 1r ° y ' ' a , .1,4% ta> "ittam 'Mt i t ' 1 ` Tu rn i �t1�:i r 8ti r .; I 1 e a � 11 i n i m u m o •+ � -ow as o ha >a 0 Q r 6y 41 0 3. Flo r•14, affe na, t'v tj ir. 4 Lows , j be c•1c}_' srly c1 r t 6t 6 .i ' . W k*.h th4 i t tt t i e In..31: N :; t Cti, .it , Tr•a1f i �. S O4.1,0tr• t t `i f 1 Iri.y . . : ha I 'I ,u bm 1 tFed t tf►�� , thj�e ecto'• f,oI pr• i ur a' ,°. 4 4. TPAFF P S,,� ATI{ON PAYM �P�'T. 'C1F ii 4 . b,04 'SHALL BE PR,YJTDED P h S O i4. !.'t FS Pd'A L !,'C; N O F 1 <d ��1 * -,e/ e ' .? f. 1? tit ,(r,......_..,,, , i ^ 1 ' J . ) µ 1/ � ', � {{ 1 r 4St:Y0 ,41 ( j �? ' ., . _ `` �,.'. ( ( \ [ >( p - p �r A 1;, X ' 1 i . (, 1 : , �t Q,, �1 VV ' jw j '1 ; + +1''+,a+dVl.,�+. +'• '.\ ' is • �r.� { .._ s ue} �.,, 1 t � �t c , \, ra p ti r + P ,* j Y " , t\ ? a; K • "*1 �, 1x7:, 0 / . I VA . ' ' ' ',N,12 ' 4' '',`, -. it � y . 2' 'tk ., 41 0 t....: .. -4.- g "4 et. ' "}} n!'' 1 tdyl',r '°\\ tir.1 �N t7+ 4) CS 9'0.4 e',/: , or., - 'Y.\ , ' ' ..t., ` ,2, ' ' 14` r ,,f, q. •' ,i :,f f ,/ £.� r : e4,;o f ti ru,; i,, t, 3 : � ,' ,, • '...4`.:1, '1%*:*:?,,,,; ; 4� � . { , p e ., y i N.. , yi � Y. ;Z, ', .. 1• . Vi i ... 5ci, ; . • °...'..;,�`.' It 'i_9 .0 *r :..: ,,,..- . . . . , . ; I N E 1. i E N!... I ON 0 ,-- • 1 ' ( i„..., . Permit Nc: PW95-0306 Issued: 12/19/1995 Status: ISSUED Approval Letter: 12/13/1995 : Project: TUKWILA DRIVING Es:hires: 06/16/1996 Site Address: 18791 SOUTHCENTER PY Location: 18791 SOUTHCENTER PT Parcel #: 352304-9015 Watercourse: W e t I a n d s : Slopes! Y Sewer: SEPTIC , Water! HIGHLINE Contractor License No.: TENANT SOUTHCENTER GOLF INC ...,-----..:77'7!;,:".'...... 1 8 7 9 1 0 LI THC E t4 1 E R P:? OWNER SCHOENEACHLER RclaiTOT:-':,e::-- *,!,.. 1003 LAKE ST :74464 KIRKLAND WA A9811 •31 . " - .!:'..,.-',•N,_ ENGINEER SDS 4-:. ,, s.."4i,:,:.,..:,..- - !" • .,!, :,, v? ;', „:,;;..,' „:.., ,!.. !; S:, ,,,,-,, , -f i. 1.n - i' In Iit.1/y0';±. 2 0 6 . 4 :31 • ., ') 210 2 0 T 1-1,4..;.•;53-s E , Bp I l'1,412:4 W A 49801 -•.. :i „ . CONTACT E D I L ill A. Kber C ,,,,,.!.. V, vtil . .,,,, it qty•' 11 or, e : s 233.4764 .44`.40.k. 1...• • ' ' '''f. ‘‘' 9. ,(i. ,.., 4.' ^Si' 1? , 1319 DENTER AVEN\#260T,SEAtTLE WA 90404 ,eA, 4 k * k A. * . 4 . 8 4 A * .k .4. kc'ejk* . 4 . 4.„.4. •?.:Iik. k 'Of 'k k k k 41 1 A A lo, A: 4. k * A 4. A. k '4' ; e k k 4 4 4 4 •4, ff• '44. 4 '' X - A' , ' 1 ''' t k .,:,\ I ,, I o i 4 o 44) x fr= 4 ;4, * \ -' ,,k Additional Des'6Optiqn: :,, , f 1 „., ,,,,-/ t. ,. . t!! e A\ ‘,. / , • :'• - ..ei \,,I• Nc. PRIVATE (EWER M4IN„EXTENTIO8 OFF SEG:p PR.1",,A.TE EWER LINE PAN T)T.E'I SANITARY 0 ' V 'T :- SEWER MOZN THE STREET IS-2,RART OF.-1:-„THIS PERMIT. ""' 4 '''' Po .. ,. „ Th. ' 6, t. ,,,v , . . S EWER NO:1' R OTEST' it\ G'F! E E M E l`st:T!,,. 0 N 1 I L E!' VII' P,W .1 1--,:: • ".,:,. 411 Jr. s- 41 E x i s t I n g f, q.u9)! er- F e e ;r. : ':' --,„./.. / ..,.... Squafe Fe -t 41: ) : * 1 ,1 N e w S 1.ru r e '< e' t : ,;., , i % °-""' 1 r-" 1 )... : s .., z , ,,,,s,.44: 11 „,..„ . ... ,, ".,,, WI In e cj bri t .o n F e 0: '' 00 '4.15 . CI'L'A !I v ''' ' i ' i',/ , A c. c t N b 40 : ! i't..2"/34 4 .z,i ),4l:00 '•' • j ter ,,,,,_.-- ft ..,,..: • , .„ li..„0:7„, , ., P I a n (.1! . e,: -!..s ,',,, ...-! .,: 1 \ \ •,. ,:•;:,, 1 y.--- A 0 0 t Ng: : LI (.., 0 , __,...,-,v; s„ " .. t 1 ..) ,,, 4,1, TOTAL FEES: „._ / ' t v 1 "''' •''' . ' I r t10 '' I ' 4i,... • • ... ..V ; 1 1: 4 , _ f ICIt .'^' *.'. • `,.. .., '`, ;- ''.i' A!'' ( 1: ! . ? ,''■ ,, ,■. , I i. , .,-, ''''4'1,4,..4,,,,ce,"' '4 f , .. ' • •• ' ii 1 ,7 i r, g COLT 0 t y V;.fa I Lf 17:‘ I 0)1 : , ‘ V u 0, 4 LI 0 /CO' — :.. t r 1.1 C't I i'.../ rt 00 A * * s k. . a vf '. lc 4 e k* .k * * A. kW; : A; k * A;' k A VA. A-4 * A 4 kJ, i i k '4 4 k A I. '4 4 I. 4 4‘ . :ra" 4 4. - . 41:.?r . 4 * *A 4 * 04 kk* C . A /4* A I. • '1 h AV A A * 4. A A. A A 4 4A,,, i ) - -- - ' 1 1 ---- -"' - I ht r e 0 y a C. CrAt• p hp $• pi. c ri) . 1 t di n d , di 1,:ir e e t oi b :d e., la' 1,,I, ap8,!1 toolck iros, o f t h e C I t y o f i I u 1 : . ‘ , 1 \ i i . ; r ily.fr it t p a t C. o d e . WI , :k ti4h6‘ c ,, i: \ q y 0i ruin;rito a / Oita 1 1 h 7 h- 1 d Ira r. ti 1 I L . . . r . . : : k 4 . - 1 1 1 , ' , 0 r a I I 0 r a I? ..,,, CI a I C.3 .t i 1 .t. il r; 91 a .; , \ s 0•;14.t4;'''o 1 thi.z , 1.... 7 Pt v m i t s w h i h , Ila‘ti e 1 av ::. e d lye (.1 v n d t he ety i r at rb ri „„IclAt LA. / l tie q u i yky \•.‘ i 4 :K. 4 -- ,._ ,,,, i•e- a p p 1 j c a t i 0 n 4,:0:0•1 r in 144ii T1 i.:. el' s., f the permi c u. III' 0 LI 9 1,.). 0 eh 0 41S.,N.; .,..1 r v a thi I t 0 11 a 1 f ee . '',`, &';`,"... c;"■d,n■ ,..4-t r; , .:, 1,1. ' 1 ' i ir• 7 l THE APPLICANT MUSTAOTIFY THE CITYINSPECTOR. OF COMMENCEMOANDCOMPLETION OF WORK AT L 24I1OURS INJDVANcEsr0StIfEDULE AN INStigeTION CALL 43-0179. r - ' 77 • 7777 " . - - (..,. . ..• .s. ::-.-.‘, • • ' ,;:-'-';: ••:,\,:- _ - - '1...-r , ,. • ' / e / 9...f • ss-:.::: -4. - ,:r::- .•-•------ --.,: ..„.- --.4:-D•a-te :,: .--:.,--.' - s -. - - ..-- ,--,• - -- .-4*****4.4:q.Ark A**Ak7,ki.-4-4-kAA,,,,,,464:3::::.,::1„,t0L•yj(*,,,,,%0...4.-kkkAkh.,:4*7-Akkk*,:4*.k**k4A4,4,,k, APPROVED FOR ISSUANCE BY: JJS ) issued By: ___te ) , , Ji . . Dal:2g) Dar Author izeci Perm 1 t Center S i tgna tore A4 * *kr 41 4 k k A' 'k '4 * k k k * * * * 4—A . 444'4.4.4 4 A4 4 *A 4 'h 4 k le * A ' 4 ' 4 k4 le 4. 44.4***4 . **4•AA4-4.* * 4 4 —4 4- -4 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 Si9nature Date . . . , . • . . _ . . . .., .. . , ' i 1 !.:. TREE I 1:'..',E i .. k.: , • , • •1f . u..7.: PW96•00::9 issuel.r 64.,19,1996 . , Status: ISSUED . Aorc-o...-•a! Letter: 0 P.'olect: SOUTHCEN1kP GOLF Exp::.es: 10, -Sfte Address: 10791 SOUTHCEN1ER p7 • Location: 18791 P7 Pa 4: 352304-9015 Watercourse: Wetlands: S!..16es: Sewer! SEPTIC Wat: HIGHLSPE . . ..„ontractor License to FERGUHS3:'6NO rENAN• • .TUKWILA DRIVING RANGE . . . , 13791 SOUIHCENTER P . TUKWILA WA :!WNER SCHOENaACHLER ENTERPRISES : . Phone: ‘2C,04f,':? . , 106 110TH FL E. BELLEVUE:.WA;98004 ::ORTACT CHRIS BENNETY ''-.:- Phone: 206 661-:'494 :0P1RACTOP FERGUSON HUG"If •S:CO. . , ; Phone: 206 Y67-3610 P.O. Elox 80367. SEATTLE. ',WA 90106 • . • .04.4k,*, ., Additional RerrOt',Description: . - _ • •,';•:'*:: . SIREET USE.PERMITFOR CLOSURE'OF SOUTHCENTER PY' ,..:, '•'-''. . .. ., , PARKWAY 10 .TESTI CONTAINMENT -,.. . SYSTEM. SOUTHCEN/tP. PY SEVERAL _ MAXIM1'M1,5 3j4IN.)PERI0DS. ' ..... • E.ijsting Sduare::Feet: ..- ,.., :/ Additional Soua:"eFeen New SdUa're:F' -- , . ..- .... ......--. . .:-' ....,„,. ...' :I .: • , Insoectjon'fee': ,:: .•00 1 . I ;_ws :chile,. i- ee .. .- .:, .— A 0 Ace. t, NC -:.,::,000/14 5 . 830 . i : !, ,' , - ' ' , ' i• . ; i , :. ''.:■, ; ! . r , V '''' Of TO FE ''' " 'i'..' k',.' --- ....‘ ,,, , • : i'• I rt 9 CountV':"i‘liA:i 1.);i r 4 Ors • - ''/") I 1 1 ,: \l` , '', \ 'If Li' I ue of Cons t r- 04.1 r I o'il ::1 1 . OC , * r 4, .4 k 44- it 11 kieittit'ilt * 'it It 44 li ft A * 4 44.Ar4 A, .4 A 4 . 4 k # ll< . •esi i k. v ,fr . : 4 1 4 4 *4 . 1* '4, h Alh'4AA 4 4 pit . .4 k irqt 4 4 4 44 4 4 4 4 4 I . I her e'Lw `t: De?;; f'ii:%it.4ei cr agre 6' '',.' 004t'ill- op I 1 citt h. ..!.. de tip's. c.)-f. th - ,,, , I -,. .,, . , -city of Y4wil Code. We ag (11ty ol: 4k411 he 1 ,9 ,) 'held hi ml fwvallvor any claims ailijaki5.\6?"-esiolt 44Ziei::t. • P e M I t'.5: 11•Ih\93\ ha j ".." ,,..' M a p' ' .&e el b e :I Oh $.1 the e P 1 ii'a tvront te. sip I 1 '''hesui •',$ re-app rice tfon and reis.....pance (.-f the tern) it IthrOui.11-0 the Ci ty at t an additiona I tee. ',„',';' •,,• ,.. ..‘ i .,. , .;■ - •„,. 0 -;i" -',,,,,)....H.,,- p ti„,ef -. • ••,,,„:. ,J,, -•-• . THE APPLICANT MU It ST NOTIFY THE,CITY IPECTOR OF''COMMENCEMEN CUMPLETION •• „. OF WORK AT LE. :';'. HOUW:. Jr ADVANCE •TO„•SCHE'DULE ANINSF:E.:TION CALL ..„ . / - t , .. • .430129. '7'. '4'.. , . ... , .4 ,.., ,•,i?.., ./'P.7, 9 g/-47 • Signature: ' it'. 4 ? '.r.Oate:_:__ ___ _ ,-, f, , .0 APPROVED FOR ISSU1NCE BY:' , Issued By : ,.....--RAla ---- --- — Date: La i i ___ _ __________ Authorized Permit Center Signature 44 1 , 44'r..4*44 , 4 441,44**ArA'b41-**4 44 4**4 4 e4A*Alek*****414******A**4444404*****4 40**4444011 * I bereby certify that the permit holder whose name and address appear on , this record ha satisfactorily met the standards and conditions for the . project approved herein. Fiv.al Inspection Approved: _ _ _ Inspector Signature Date :a 'A ,,, Lo -ea(o ,.... .• • • . ...„ .% m, .,, City of Trikwila . . . drFp;-,.. Jon # PO) qb' 067 cie ..,,..., ..; ....,,,,.....,..,.. ,-,.„, Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 ( . Phone: (206) 433-0179 UTILITY PERMIT APPLICATION • . . -,-. P Site Address: /8 '29/ .50 v7)-t6OvA-)f-- .i-- -A-4 ',err . : :::::::::::::::::„„„ :::: • INFORMATION Name /()g•tv//..1 D/L/v, A/e 6'; Property Owner: ..50k1D-)k-ylra. 60 1,. Phone No.: 7 '7 97 . :i Street Address: : 10 Codil-i cov fiyit_titury Cit til/ L4 , (, ... . . Engineer: - ' • , Phone No.: • City/State/Zip: /sfate/y222 ; . , • Street 'Address: . • .,. . Contractor: ','' 're_7t0 0 ,o : • COA1712 . , . • • Phone No.: (2.09 .7-3 el oi . • Street Address: ' ':'-•• ,,''' : : ' - '' -. : ,, • ' ' : City/State .I • - • King Cty Assessor Acct -1t•.35notcOtLis License #: ELLUAii 370N 0 Exp. Dl PERMITS 1:MI:::::i::Iii.:1 0 ChannelizatIon/Striping/Signing 0 Sewer Main Extension I:Private 0 Public R EQUESTED 0 Curb Cut/Access/Sidewalk 0 Storm Drainage '":". ":E::::•"::•::•::'•""•"''''•":•"":•••:"':""'"'•"":"" 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: 'Street Use Pt/JIG- 00'7g 0 Flood Zone Control . — 0 ater Main Extension 0 Private, C1 Public [3 Hauling . , 0 Water Meter/ Exempt: No.: ..;__. Sizes: 01 P 0 Land Altering • ' cubic yards : Deduct 1:3 Water Only 0 • ,„ . . . i- " : 0 Landscape Irrigation El Water Meter/ Permanent- No.: — Sizes:...._ • . , 0 Moving an Oversized Load 0 Water Meter/ Temporary:-No.:__.L. SIzes:____ . .. . .. , • .. Est. start/end times: Estimated quantity: . . , , ' ' • • .' Date:: • , - ' i .. -., • Schedule: • ' ... . - ' ''.:••:. :-' ,:• . ' 0 Sanitary Side Sewer - No.: • • 0 Other: : ' ' :,.• • .. . _ w.ATaFtilylgweitim Name: . ; •• •' . . , Phone No.: • . ..•., . . . ''' -•.' ? '•;PE14.4440,01:11 • . REFUND/BILLING Street Address: ; City/State/Zip: 1 '... • '1:: MONTHLY Name: Phone No.: ' $070.10E.Rigiiiiini::::;: RECEIVED BILLINGS TO: Street Address: City/State/Zip: 77.77 0 Water Sewer , 0 Metro El ' Standby ', 2 ,..:.--..... e ...L12.12gra. .: 7.:...... 10 . ,..: .. .__, ::P..E$C131P710th:9FAR13 Eq. L....i Single-Family Residential . . , • 0 Multiple-Family Dwelling O Hotel El Duplex El Apartments 0 Other: PUBLIC WORKS No. of Units: 0 Motel El Tri .1ex 0 Condominiums • 0 COmmerCial/Industrial • ..' ' 0 Office , 0 Warehouse :•. El Church : '0 School/College/University 1 ::: . • ...: . .,,. • :;:: : . :'' • • ' '• -..";:, •. : • ''' ' 0 Retail `, 0 Manutect Uring i 0 Hospital 0 Other: ' . ,,'":''.; , r;•: , •. . . :;::::::::: 0 New Building :;MI.$0.0440.4.0.0.0.S.:::: ' 0 Remodel/ Square footage of original building space: ' FO.R.M.ATIP0::::60 Square Addition egagg; Square footage of additional building space: ' King County Assessor's valu.tion of existing structures: $ Valuation of work to be done: $ . . 4ikOkiffteittiAr Ar AVE ::•::.::T ii:A000.0#1.0:::::i1NRiilf$0161711g0AMgiillaPg37141PANAPORHgcnii:iii i. , - , , Applicant/Authorized - . at., orA .,- . Print Name: Ckg TS , .77 .‘ eivivErr Ailliels:7 1996 '• ' ' '''' ' ' • .• .:., Date: '1//7 / 6 . .. Phone: gal - 7 ' 5/ — :. Phone': —ftiteirewrirr—r-1•.- MINNIONIIIM! , Date Application Accepted: q 17 '76 .. Date Application Expires: .//1 - / -.77- qb - •• • - • `• %--/ ' , ! ` . 0 • . ,, , . • ., ,, : , , ..• . '• • 04/22/92 . . '6. , ' • ..., . , . ., ., „ , . . . , . , „ . . • .. ,, , .. , , , . f . i W t .wq,,;'' City of TIl r . vlla Ap '''on 1 PRe 9 . ar ..\ -- �., Central Permit Sysswm - Engineering Division IA, ` .w 1 ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 ''� \ .. -ii ' � z „iVk1i UTILITY PERMIT APPLICATION PR OD < Site Address: I �o 1 ' 4 " A. _�..- ..--- ,. .z t - ' INF : Name of Project: Ca t.--LT -, (-S.C... Property Owner: c>c.cs • c_44 - Phone No.: '15 ..Z Z Street Address: 16 ` A I _ . J - Z tc, , - Cit /State/Zip: Engineer: S3, Phone No.: •C 96o€6-1 Street Address: 3t c3 2.p " .T' �.e City /State/Zip: Pic'(1 ..• ,Bbt Z. Contractor: . Phone No.: Street Address: City /State/Zip: King Cty Assessor Acct #: Contractor's License #: Exp. Date: :'RM[;TS :; :> ❑ Channelization /Striping /Signing �. Sewer Main Extension P a ❑ Public REQUESTED : 11 Curb Cut/Access /Sidewalk � Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: " Street Use O Flood Zone Control c.' Water Main Extension ❑Private is Public Hauling iii. Water Meter/ Exempt:- No.: — Sizes: t 1( z- !El- Land Altering 5�5 °O cubic yards Deduct . Water Only ❑ )21. Landscape Irrigation ❑ Water Meter / Permanent - No.: — Sizes:____ O Moving an Oversized Load ❑ Water Meter/ Temporary: - No. :.— Sizes: Est. start/end times: Estimated quantity: Date: Schedule: Sanitary Side Sewer- No.: ❑ Other: WATER: ::METER ::; :0 Name Q.(4 t'3-,a‘ Phone No gSl - — t A9 4 :DEPOSITI dlEFU < >I Street Addr 2 c' ((, tea, u► , M Zia City /State /Zip:1 16, :MONT ; > ; Name: G(. S (' is Phone No l • '144 SERVICE BILLINGS ;TO , <: !1 Street Address: $25 1L. . A-4c 0 7a City /State /Zip: ?- �ss- c.. Water C4 Sewer ❑ Metro ❑ Standby DESCRIP<`TION :'•OF:,PROJECT » :<< ❑ Single- Family Residential Cl Multi•le -Famil Dwellin. ❑ Hotel ❑ Duslex ❑ A•artments El Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums CommerciaUlndustrial ❑Office ❑Warehouse ❑ Church ❑ School /College /University LRetaii ❑ Manufacturing ❑ Hospital ❑ Other: :: MIS L�ANEOUS` ::.New Building ❑ R emodel/ Square footage of original building space: INFORMATI Square Addition ..::.:.:: . ........ . :...:,..... . Footage: l 9v';-,.. Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ (roc ) o' ' I HEREBY >CERTIFY THAT I' . VE REA D ; THIS APPLICA'T ION AND KNOW THE SAME:TO BE TRUE: AND:CORRECT Applicant /Authorized Contact Person Agent i•n. r -• ( • • n, - • Person__, (mot 4-+ 1x-- Print Name: 02 / t. / ,f,4R-D / RECEIVED Address: t"-41... . >G�%'c 2•-," ( two Date: - g- • 9q Phone: 2$ r ■ . �� _ 4 Phone: Z�3. 4z (. Date Application Accept: • • , -- . • • Date Application Expires: • .' - PERMIT CENTER 04/22/92 's.." J,<,N c� : wqs City of Tull& 'ila AP n k�nh q -\ � 6 � . s Z Central Permit System — Engineering Division f\ , K.,...64-t,. 1 �� �,� Y PW Qy - OIS q -if Ts-0 P �' 9 Rt ter Blvd., Suite #100, Tukwila, WA 98188 p ki , q. 01 s l . Phone: (206) 433 -0179 � \. ' , " r - � 1994 ast iso'a '' .. I =- UG 2 5 UTILITY PERMIT APPLICATION I ILA P23, �, ,,.�. S o 038 PROJECT> _ ': U It P • • ress: I'o T` ,..�t .� z � t"K. , -- , --s -- r - INFORMATION... 7 e ..Pi✓ 4 /ex; � .::: Name of Project: — _ 1* - _ — - � Property Owner: {- � v � ,, r S r te. ,� Phone No.: i1 cZ t 7 Street Address: (6( • , _ S ,-r,.{. c. .ui -. Z VCS — Cit /State/Zip: Engineer: 54 , Phone No.: 4 E7k 9G -t& Street Address: t) 7 cVvk �.T Se City /State/Zip: Pc.11- .. ,8.t,tZ -. Contractor: Phone No.: Street Address: City /State/Zip: King Cty Assessor Acct #: 30 - 11 015 -02 Contractor's License #: Exp. Date: PERMITS ❑ Channelization /Striping /Signing '_4 Sewer Main Extension ►9'nvate ❑Publiic REQUESTED . -Curb Cut/Access /Sidewalk ' � Storm Drainage `` `` 0 Fire Loop /Hydr. (main to vault) - No.: _ Sizes: " Street Use p(,�q - 0 0 3 8 5 ❑ Flood Zone Control !.i Water Main Extension ❑Private V Public 6 0-• Hauling ::'c.; '.•s4 N ;s Water Meter / Exempt:- No.: — Sizes: t $( 4. 14 iq Jig. Land Altering . �5 � pO cubic yard 1 ?'i7/O ,:j6 Deduct j. Water Only [-.3 U. Landscape Irrigation ❑ Water Meter/ Permanent - No.: — Sizes• El Moving an Oversized Load ❑ Water Meter / Temporary:- No.: -- Sizes: Est. start/end times: Estimated quantity: Date: Schedule: 43 Sanitary Side Sewer - No.: ❑ Other: WATER ;:METER:;° : :i Name:�.p "t3 G- sal-- s. *-1-"-' Phone No vgl - - 1 A9 4 :DEPOSIT! REF /BIL LI N G.. Street Add ress:4 32 s (cam p LA IA e► Z,�c. City /State /Zip: C 4 ZS L , MONTHLX ::::';:: Name:G2� Phone No 2�1 - 1494 :SERVICE BILLINGS:TO :.:: Street Address:S.25'o lC.S g c a 2t City /State /Zip: .-c a Water Sewer ❑ Metro ❑ Standby DESCRIP.TIONOFFROJECT `' ❑ Single - Family Residential ❑ Multi•le -Famil Dwellin• ❑ Hotel ❑ Du•lex ❑ A•artments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums L1Commercial/lndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University I'Retail ❑ Manufacturing ❑ Hospital ❑ Other: MISCELLANEOUS' C; New Building ❑ Remodel/ Square footage of original building space: INFORMATION Square Addition Footage: k `3v;.•t=. Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ( 2;oc oa I HEREBY: CERTIFYTHAT I: . VE :READ THIS APPLICAT ION AND :KNOW THE 'SAME TD ;B TRUE AND ?:CORRECT Applicant /Authorized / Contact Person Agent Sign. r -: (print named ` �qi---FR- Print Name: g9 ! 4 µc cL/z-O / Address: t'3 �� � l,,cT - F - 2 - A4A•. . - Leo # 2. G Cam' Date: . 2- 3 • '7g‘ Phone: 253 t e 41.1_ Date Application Accepted: BUG 2 5 1994 Date Application Expires: c 2 PERMIT CENTER 04/22/92 • ' ..r(. .'i'� i•1iJ'f3 ?N:t'(1.� ,., r �,'�a xktl Fr '!' Y� t"' +`_ "Stt'- 1'!d%zj.r ; ^g .+n. iti ., J r _ LP hrC, •1,t,,:�" � �.,': j?. 1� r:. nTS' ..•. .. r .... ' j / ' •• c;.�.:�T i h":tr. ,}r I A�+ F •. � c� p { }' �' �•'{ .ik.('' {f'r1-k'rG j' ": �; ( GENERA 1005.32 ••t•k *A*a%kA•4'A h * /, *-kat*kt•kkfrfi•kA*.ker*AA•hA' ; k k• A fi •A•l,:k•i•:kA•AA:1k*•� **A GENERA 994.00 CITY Of tUKWIL.A. .WFl rb:(1N:3MI GENERA 25.00 GENERA 25.00 5 ^ ° I kk4•kk*411•AdrAkhAA4**A•kA,tirA dckA*** t} rkAA' *A *•A 4r•k *41, * ich k'hkAhA TOTAL. 2049.32 TRANSMIT Number: 94003373 :Amnur►t. 1.005.02 12/19/95 00:51 CHECK 2049.32 Payment Method: CHLCI( Notation: f3UU•f HCEN•FEU GOLD Init: DLO CHANGE 0.00 Permit No: [95••0221 Type: Il-BUILD BUILDING PERM '! Parcel No: 352304-9015 Site Address: 18:91 SSUUTHCENTER PY Total Fees: 2 This Payment 1005.32 Total ALL ) Pnitv 2,566.95 Balance: .00 d*• A• k•*• A• k' kA• kA *A•AA-*•A•kA *AA•A'k4Akkk•kO AA•A*•AA *A•k•% a4fi +1••k*ktt*A•kA•AA'A•k0 *•4,'k•.•k Account Code 13et5cr i pt i an Amount 000/345.830 PLAN CHECK -. NtINRES -•552.10 000/322.100 BUILDING NONRCS 1..553.00 1., 000/006.904 STATE BUILDING ;iURCFIAR E 4.50 • I { I { r. •A ra r:, r . ,, t,.}a,. :':r:. r.+.,` r i�. : r :1' r.'c ir: t ! !i. }1. ��tr.:5 L . 4�_.'. �.. �.: r1. t. 7•. �i.: J: iN, fUhL,. �«. f: ;.isF.uii2..t.::r..tr. }"..�. 3a5�"„? ��: 4'. i�ik.' '+.> M�n4�1; �. �l as:. i�liF:' n{ .•k \".�'. ?.�•.1J.�.o.k£>t'.+Fc at Y. ��:. �C` itrt�bYti�n=' ��, w`, s. L' 1 SiC�: ui1. 14S. �. i !,•v.�,lk ►y ► Yw�r...:f�.•��.ift4 �6�✓_�t•r�Y�kt.;. .. . • • hk• A• kA A• 4. k• ks4k• kA k* k 4 *It kA it* k k* A k , %: k• A• Ak)rA*'k•,s •k•kA Ait**•k*AA *14. C1;1 :.Y OF' TUKW]:LA. WA � k 0 ir c r 'fRAN:3M]:.T. . •A'k ***4 e7cli *•A4 k•k *** * k , fi WA A A k*A*****kk,►•stitA *AI/i f i'ANSMIT Number: 94003375 Amount.: ' 25,00 12/19/95 0£1:53 PaYmai,t Methods CHLLK Nato Lion :. Sgl.1'CHCI N11 RR t7OLF Init: 51.13 ; Perirait No: .NW' ^0355 Type: PW• -CCAS CURB CU't /f3Ct 1$S.'SSIl}E: P irce1 . N:n: 3523047915 Site F1dda ^ins « ' 1137' 1 SOIJ f 9CEN'CEIt NY Lcrcati.on :. 18791 SOUTHCEN'fER 1'Y . 'Total Fees: 25.'00, . This I'aivm 25..00 Total ALL Pmts: 25.{)0 Oat a nce: '.. .00 s4 Al.• A• ksFAAA•• kk•**,%** AAkA• A+ 4Ytkkk** A• ks4* k* 4* 4• kAk• k* •kde4**A*A*4:4kAk+F•kici***.k•. Account Code. Description Amount : 000/345.E530 PLAN CHECK • UTILITY 10..00 , 0.00/ 342. 400 INSP' ,FEE..., UTILITY' 15:0 0 1 • • 1 , ', �.�; Y,�,f.'4l.• yty ..{ � r .t. ,r^ . f 'R ;. t. .;y t �� :r,:.. ti.. � r.i .r :.... 3 1 . 1 cr • • . . , . . . • . . . . . . ., . . .. • . . , , . . . . . , .• . •. . . . . . • : • •h•• • * A *itkA * * *kAbA•b :$•kkA +e * **.A* *•k *•A�e•A!4•kAkA *k *:4•k•kA h4:'t•A• *•N * *A *•k *o1•A *1 +k . 1 "; -,. CI Y OF TUKWILA. • WA ' * s l•1N$MJ:T 4� •k4 *h *h ** **•A *•.Ak *A*A *A5.4•t ** *. l�� P d e1A4** A• AA*• A* k ••k*•,A* *kk *:k•Ais•k:t•+Aft•h7k TRANSMIT Number:. 9400337'6 Amount: ::e540 12/19/95 0 .3 :Payment Method: CI•ILCK Notation: t 01J HCEN'TLR ems In i t: ;3Lf3 . .f1. .+. +..+... .. .,. ... rw..,.r r. .....w.rw .. w.,s. �. .. .. ... .w r+... ... ... .... .•w....rh.w....w... «w...r..-r.. -r , Permit to PW95 -0301; Type: PW• -81112 SEWER MAIN EXTENSION ' . . . • . . Parcel No r f 352304-901 5 '• Site Address: 13 ?9.i SOU'TI•ICEN1Eh PY Location; at i on; 1.8791 £0U1 CENTER PY Total Fees': ' 2 3 00 • This Payment. ' ' 25.00 Total ALL Pmts 25.,00 Bzil anCe: .00 . *A*A *A4 * * * * * *Akk*• * *k*:y * **A * kA k **.A*AA *A*A0 A•A *•k *A•A ** *** *** *yk* %'A' * *A• Account Code . Descr i pt i are Amount 000/345.830 PLAN .CHECK - UTILITY 10.00 ' 1 102/342.400 INSP FEE - SMIi. /SSS 1 ,.00 . **41k*A**A.**44*Ak****P**MAA**A***A*** GENERA 1561.63 CITY OF TUKW GENERA 643 ILA, WA TRANSMIT TOTAL T TRANSMIT • Number: 94002348 Amount: 1,561.63 06/29/93 13:39 Payment Methodt CHECK Notation: CHRIS BENNETT gh9YAQ CHANGE 0.00 3927A000 16:29 Permit No 895.0221 Type: El -BUILD BUILDING PERMIT Parcel No: 332304-9015 Site Address: 18791 SOUTHCENTER PY Total Fees: 3,968.63 This Payment 1 Total ALL. Pmts: 1,561.63 Balance: 2,407.00 7%***,i**A*i***1,A***.Alc***i**hiiti**viti.*A******A*4.i*A****i**k**A**4,* Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 1,361.63 I 1 � ))}} ,,,, { ''''.4‘ .t i.n 9f t .t , Qyft '�. t 1� '1;11'1:44.14'. 3' � r r • ^+"F� /t l Lo .. �� '� f ! . l . � . �{ i � tr Y. i 'r(�i , [ ^§1 G d � 1 f c . • �s�1 ,•� r a z � i - 7 � � • 6 � ,/,, .• 1 J Oi �' �� f � ' ' • �'4 �, � � J'•R ! � c,.. Q GENERA 20.00 stAA*k*1% * *A*d*s44 k. T.AA .boAl d.•0,*s1*A *AtkAik•kA *11fF:stfi•h..As1 .A•4AF'•kd*z\* TOTAL 20.00 f .T, 1 ` OF r'1JKl+�l.i�, WO (n f( CASH 20.00 Q a � CHANGE 0.00 : hk+ GS1' k�•A��s1�Jl•kA•k•kslsk•k•A'k•h* •is*•kk .k•fih s1• A •A•h•k•kk "*fi•hk•kAkd•k•ks4k •k •A i • 3 1.2 :29 TRANSMIT Number: 9600-4000 Amount: 20.00 0 u (} . s 2( Pavfmr.rit Method: CASH Notation: CHRIS BENNETT I:rrit: LIJ Permit No PW °i, f)()"S 1 t: t,ee PW-SU STREET USE Parcel too: 052304-9015 Site Address: 15791 SCIUTFIC:ENTER PV I Location: 18791 Sr1UTHCIZtdTE1, PY Total Feen �0 00 This, Payment . ?l) .00 1 c;trr l AL t. Pmt i 20.00 Balance: .00 k• kI4• k• AA•• AA A* A# A***• ks4 *•ks4.k•A *kA•kp4kd•1 :•kA*:hA•A k*•A*k A• A• *•k*•k*ks4•kFcy,A•k•k*•k•As4:k Account C od t)e crtink:ian Amount 000/345.520 PL CHECK - UTILITY 10.0 } 000/342.400 INS(' FEE UTILITY 10.00 INSPECTION RECORD ( ''. a Retain a copy with permit INSPECTION NO, PERMIT NO. / s CITY OF TUKWILA BUILDING DIVISION , � V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,�O► 206) 431 -3670 Project: Type of inspectio a ' Address: Date called: 879/ s C. PKWY 4— /iSfri Special instructions: Date wanted: / Z-( a.m. p Requester: , Phone No.: 410 J- 73z.0 [pproved per applicable codes. F I Corrections required prior to approval. COMMENTS: - A • r• . 1 Inspect . Dater 9/' f 4+b I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: INSPECTION RECORD CGQ- ' ` ' _ Retain a copy with permit `` INSPECTION NO. PERMIT NO. ``. +? J' CITY OF TUKWILA BUILDIN DIVISION L 6300 Southcenter Blvd.,* #100, Tukwila, WA 98188 (206) 431 -3670 '.:': �f Project Type of inspection: ti Address: D ate called: ; ; ; K711 Zvi rent ;I Special instructions: 'u Date wanted: a.m. T � Z� � j . CC& Requester: p.m. ;r. • e CIS - 05) , (0 Sin Phone No.: if Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: ' ,P t. ADAJJOtOPAS al/1%2 1 /J i . I Inspector: v iglit M1..li` Date: 4/24/911 i Y $42.00 RE SPECTION FEE REQUIRED. Prior to inspection, fee must t,,, be paid at 6300 Southcenter Blvd., Suite �100, ; to schedule reinspection. ` x I Receipt No `V; C ;' Date: t . f 'ac'" . " , • ) , ... 3 3 , ,... 4 , INSPECTION RECORD 4 -- i Retain a copy with permt 6--6 / ; INSPECTION NO., PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 17 ., . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: — Type of inspection: in oc.p V Golf tzto.mrD Address: te:c 1 6 fq4 Date called: Special instructions: - wanted: a.m. r P.M. • r Requester: f ), Phone No.: . . , I Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: • - : i .' 4 -, C Y, 4 , 61 4, 0 ;• :.! _ ) Af.h, ..264---' ,if ... ,__..- ...,f,_ ..............._ . .0 . (41 4 - _ .......2-. ... jr..01.4,L. -....:._.., e. ..*::' f ' / ..... CA- , de. .....,.......__.i... A-4 , . v/ze_ / :r• ' i f ierCA'44e4 0 4- " s ii i 4 ` 41611L172::24"91e. CI ); ) • ' . ... ) . I Inspector: 4Z Date: 1 r I-I hg 5 ici (D I .. :4' - ' • ['l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ' 0 , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No Date: t'. , h . . ., .„ - . . • C INSPECTION RECORD ( Retain a copy with permit " 2. 2-2_ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project....• Type of inspection: _ COL. Address: Date called:4( t Special instructions: , Date wanted42 p.m. Requester: C4//2 tS 'N-Jxave 77 Phone No.: , I Approved per applicable codes. I I Corrections required prior to approval. COMMENTS:z p re/6074 b f CaP7 FRogr - PO ciG F iIL - r P-CPcAcC Cliekgr 6 41 - r - glOren At C 2) I ri 714 cc 4 c/UY 13Y WGYZXW of ci Ps-reqf , 3) Wrg 03 4- I R C-01 7 - ro ge G-1/4eZAAr et> .;- $15 ro - r De itIA-pt.6 c - ye -rb c . ccose ocee A 5C ORO.0 t.JC.0 13e gePe•A cg M ,e2), • , • , Inspector: I $ 42 . 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No Dqte: • • INSPECTION RECORD _ Retain a copy with permit 0 2-2--/ INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION \ 1 + ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 —AI 4(206) 431 -3670 Project;•, v C-70 l Type of inspectio � s/ Address/ / /4°47 �7ate called: • Special instructions: Date Date wanted: zi Requester: It Phone No.: • i% • I Approved per applicable codes: Corrections required prior to approval. COMMENTS: // 4) ?. fe 4, 1, --c., Gels / ,o i, 1.: .. 4 ... . I _ALL4 / 1_ d..61., c 6 ,/ / e4 /77)1. 4 EZ <e�e.A.P' r ,vC. 0 "GI. b - . e. . c. 1 r �► -r . • ismr 1 Inspector ., Date: / I 1 642. - EINSPE (ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 So Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: INSPECTION RECORD 2� ' Retain a copy with permit INSPECTION NO. PERMIT NO b' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188* (206) 431 -3670 k Project: pe of inspecti;, : Addres � � �r ! Da / uv � � Special instructions: Date wanted: 7 / , Requester: ®� Phone No.: 5 / Z3 (0 I{t; Approved per applicable codes. Corrections required prior to approval. COMMENTS: CE t:lr A Lt G lai t ►JC-► '1 PPIW v4ro. ‘ a LA /WA tl - C7r.,- CLAylA n) V� Fi tl S I 'hi N LA r i D.J 'S'tte.3 l.( rw € ntl,"-m i 1 (A }.11 1 OJT A P P r) FL... o NJ j W� p LA 1,1Z . U A c-T1 v is c 1`b4 114 - oe.asINNI A ►.N) t4 1 A bN Pt.--71? A i : Q F. 1 r1 - 1'6 • Inspector ( Date: c.\ -12 lv ' I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must' be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No I Date: - _.tie, rt' 1 r. ...... _ .._ ' t, INSPECTION RECORD Retain a'copy with permit /' INSPECTION NO. PERMIT NO. . • CITY OF TUKWILA BUILDING DIVISION "t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 , , Project: CO Type of inspection: �L G - ` AC Address: Date called4 / f- Special instructions: Date wanted: a.m. ''-" f. �� p�T U p.m. Requester: � ; Phone No. ,, , 7S- a..Y(a : • ' L Approved, per applicable codes. I Corrections required prior to approval. COMMENTS: -,... LANd ScA-P /Al A/ o "Pd( e . ,, U r WA ii ' : e ► e /207.5 e2J 'r7 e F - Pt_7 C - r •??i."" CffiF c /2 r S ) r" C1 rn(c . /Da 7 ? F eCe c' t _ A es-r. P� r /ti P �d e- Fe p ac. 7 cK P ac.0 f7c7" IceHr a ag- C-.2./1 , `y1 7`0 /I Ko 7 Src iA <" -ont rsim c - r - d4't :i4 P cel 2 q.017 2 r 5'' 4i4.P- (4-7/ — 3K 70) , ,Qo � a CA cc c,5' , y :12i, j WO id" 5 (Am G6 GoCA'new ' C Cdl ,' r''' 5' 7:€94- ' . CWCC V o P Ve64✓. :, i ,C Inspector: 1.`,, Date: '„ / I $42.00 REINSPECTION FEE REQUIRED.. Prior to inspection, fee must f'` be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins action. • Receipt No Date: s "14,P41, h. P - .4:ts.4.rr 1_4..e$ lT` tp.: koli .Yw`: 411:i• {; ` 1 \x'k' 1:,,, -.. 0 , , ... 1 z.. .+ n _ . INSPECTION RECORD f Th Th g Retain a copy with permit 'fre 2Z I • '., INSPESTION NO. PERMIT NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Souihcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project6 6 F omAL. _ ;.; Add . ate called: 0 2.2. C 1'611 1 ` 01,Ti-leF,Arir-4Te-- Special instructions: te nted—. lateg5 -2_Ie -C1(0 p.m. equester: Phone No.: co -.. 76 10 [] Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Y .; l_tiAllra 111 IAW"rO • Inspector: Date I I $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • I Receipt No.: Date: ::.a:.'i.:: i ..:..... ......... . . . �l•i'!:V .i:.a: �:.:!.!.:.T1t.w 1.V t.:M !..v'.:a:nw..vrr a,............ r.�...........,�....... _ ... . ,.._........ .... ._..�...........�.- ......�..... • 4 INSPECTION RECORD _ 7.-)C • a copy with per INSPECTION NO. PERMIT NO. CITY OF TUKWILA, BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ► ' ►e• (206) 431 -3670 r' Project Type of inspec ion• UKUICLU31 L..k1 kin4CCINiki Address: Date called: Special instructions: Date wanted: � ' 11 �.J p.m. Requester: 1 \� S ;r it G k. Phone No.: 6q5 — O • (1 Approved per applicable codes. f Corrections require6 prigr to approval. COMMENTS: iftt • 1, OfA fir L� L:e .' 7 r tie Inspector Date: ( $4240 'REINSPECTIO FEE REQUIRED, Prior to inspection, fee must be paid:at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No Date: ,e�la.rr J� v. _ ._ . _ .; }. temr) INSPECTION RECORD Retain a copy with permit �r� z �� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■ , 0. 4,(206) 431 -3670 Project: Type of inspection: Gt_ %3/ ...DOvtrilCselserk 4L4c- CO Li 06 La v.4-1L— Address: Date called:. 3--1 Special instructions: Date wanted: 3 i Requester: 4 ky Phone No 57 Z3/ 0 Approved per applicable codes. Egt Corrections required prior to approval. COMMENTS: 124-0.. log - AD yci, 5 P0)9 /s724.47": IC UI (st41` ftXTZ " 5 S�F. nu tAit S w/ 7r402 :. 1241-0 11 - Ay) n ( As n W ),2. 4 (;" L‘A 21/s6 ' C rG /4"ilICS P.)"L& r.Jl1 A144ILA C. Inspector: S Date: - 3/ 6 4 /To $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioii. Receipt No Date: ` ` u . INSPECTION RECORD Retain a copy with permit b ( )MI !t , INSPECTION NO, PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 2 .. . 6300 Southcenter Blvd., #100, Tukwila, VVA 9816,. Talk (206) 431-3670 v ■ . Project-rn ■ e , Type of inspectio : e) c I U KW ■ k.0-1W1\11fYi MASZ,.. rile - eino,\ .,, - Address: ..../ 'Date called: t %MI 5ookhcari ----- % (0 Special instructions: ;-.1Date wanted: — C I (0 Requester: (2. Phone No.: 5 - 10 ..... Thz , !, -" .,. , I Approved per applicable codes. I I Corrections required prior to approval, ' , - .1 COMMENTS: A4e,/A-\ ,i Z , '06 S. _ i( s.„: t - Z 2 "\ .--- (It" . :St) , . ..•• 1— el-X- t w , - /20(4.ei,e,i._ 6, kit, /A. —1-4 ei,tz (-1.--s-z-eil /..69z-f /--004.: ; /; (... 4.../c// q12-x7 "iie..4.-24 nist , ___e4z2_ce.4.4 jL_... ;ie.e.tr_4 --(. -7e-f-s__42gee,t_ '1 0..,, , . • ' • ' ' . , Inspector: all Date: 1:2] 542.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . , .1:ifocept No,: Date: t I --- .w . i::• ... i n.' 2':'. S' L': KSrseea•.. ve•. rwuvaevnry :vr.v.. �..".. ....e__.. ._. _.... ......... ...p__... _..._. _...-- ....•.............. ....+.....- ..mvwusyv.+nnWcrpcn INSPECTION RECORD Retain a co with permit copy p INSPECT •N NO, PERMIT NO, 'r : 1 / / CITY OF TUKWILA BUILDING DIVISION n I , ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ;1 (206) 431 -3670 ?, • Project: Type of l ;?pection:! Address: Ovate called: ;;00, • Special instructions: Date wanted: Requester: • Phone No.: Approved per applicable codes. I I Corrections required prior to approval. '. COIGIMENTS: 4 • • ' '1 1,,,,x: Inspector: Date: a di U j $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fl p be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. I Receipt No Date: • .13.�:�,:i.:J. J:�:.•,... S'.::.:i. K'f.7:...`axP.. �:.,z,,' Y •aN.ia. nor t.. u. a... a.r.. , ,.- +............... INSPECTION RECORD ,�- g Retain a copy with permit INSPECTION NO, PERMIT NO. s, CITY OF TUKWILA BUILDING DIVISION. ._ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �1 y 206) 431 -3670 Project: Alp i egill Type of inspection: fit .1 ''' .! . Addres -: / Nate called: J 1 Special instructions: Date wanted: / :, 4'. Requester • Phone No.: Din Approved per applicable codes. � I Corrections required prior to approval. c' COMMENTS: (, / 4'67— . ; ir. 4 ' , •4 r i• Inspect. � �1 Date: $42.00 REINSPECTIrN F EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection, Receipt No. Date: - .._ ,,......at..ali i.VIA:SttP 5 * t w!csf:.traru._-a.�Nrn:.,a.,.. :r INSPECTION RECORD ' 0 l Retain a co with permit ~� ` !7 copy p INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 At (206) 431 -3670 _, Projec . 90120111tM1 Ty pe of inspection: i l 111111 Address: Date called: Special instructions: Date wanted: 2 •,. M" Requester: � , o f � Phone No.: '7S / . )0 i. l l�/ In Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: ,° — / � p. 1. ..., a \, :, ...,t, 4... , ,.,4 I. `:, i . Inspector: Date: t 1 $42.00 REINSPECTION EE REQUIRED. Prior to .inspectlpn, foe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: • a 1.44........A.la..oli -rS. ZS J .C1_.. ,..L.. ... ....Ira61.ti. Ya�1':AfMCYM4t._... .. *. : 1M...-VeteliIi."..1 '.. ... INSPECTION RECORD 1110 ( Retain a copy with permit ! Sb ? l t INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, ' WA 98188 : R` (206) 431 -3670 ;'; Project• ,, ` �! ^ Type of inspection :� (mil t l ( �� Address; Date called: Special Instructions: Date wanted: 2,1 Q 7 Requester: .1 a Phone No.: _ . '1 t73 ,i ApproVed per applicable codes. I I Corrections required prior to approval. ', • C MMENTS: . C 1 . if..:... .. Zeil ' :ii r � r� z ,. / fir... •, t , ,,,, ; < • tit T r �• I .- Inspector Date: $42. INSPECTION E E REQUIRED. Prior to inspection, fee must - be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :';: I Receipt No Date: — _ ., ... w,J!._ ,a.w. 4.-_..,....22V“.. . _...— ,....w-'.._r....:1!F. 6.•_ az 2,. -11 S,ycti..s.;:t , Y !, :tY.,itt.Y,A1 it4MviR ' ^ixil ".1 .. ..v .. . 0 . .. INSPECTION RECORD ' Retain a copy with permit ! 1 •- „, . ,•. . -.T` . Ire . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , \ � . (206) 431 -3670 i . • ro : , gliplall11111111 ype us. . :. ,n: A.A. t r .. ress: —7 j - / ' : : Sp: . . nstructlons: Date Wanted: -4,1 / a m G 0, • Re quester: � f lia t Approved per applicable codes. ,..Corrections required prior to approval. COMMENTS: affroi,e,, / 10 61..0 - 2.-) (/fr 2...,01 7 a ^ f2 7 L ,cS -S, bow (91� 4 - e , P . ' t , ' f / 17 60 I p..4._ 7 c./c e-, ,i)e.e. , A/vie . �� 44111 to / ;16 cl %- A-41. g_(.r tavc 4ii-- A nspecta : �/ Date: 2$ "` 0 $30.00 REINSPECTION FEE • (WIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , £..!: y4..4 .. ,. ..,I, :: siG: uL , ,i...:44.: 3: P th, e a t. ,.i.A..':..E r:,. .21:F -Zo .- sn,,,,,....... . d - • I INSPECTION RECORD , ; 1 Retain a copy with permit 1 ---022 4 `.;' INSPEC ON O. PERMIT NO. 6 CITY OF TUKWILA BUILDING DIVISION .' t ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' I (206) 431 -3670 Projec _- Type of inspectio ou11 aC� � 5� �o L. �n i . 1� S !�/ "4'1 Address: Date called: Special instructions: pate w ted:, a: : 1,4 Phone No J) Q ' `I. VA Approved per applicable codes. L,�',I Corrections required prior to approval. ,'v >+. Tj TMENTS: / s I t / " ..,..,;;, l,g 11 SA1 /1 7 - tid..113 ,....,r, r 2 10 p/c <w i''n o d ;7. , , '� `j V //' re. ' ._ ' v -' l -- --- r: � � ..: ,• ..:,�: , ,`. ., • cs 4,,i7.47: c.--, &.&, , . - , , . A li 1 ). f / ' • MINE .t' MOIL WAVA. i Al t to I Cl/ I " v: , _ . Inspector. i•� Date: �� . i ii, ' 1 1 $42.00 REINSPECTI •r FEE REQUIRED. Prior to inspection, fee must k be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,` f, Date: Receipt No . . -•' " "" , .' a=:'. J .s.i�u+.v.::.L'L ^.:.:+liar'Ftinf hirt..c'r_l'rG Y•orr ..rvnv _ .. .... _....... .._,.... r 114") INSPECTION RECORD Retain a copy with permit &S- 0221 INSPECTION NO :, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 (206) 431- 3670 - Protect: Type otjnsp ction; Date called:, _ I y —96 l �K JJ Special instructions: a e to • ci� am. ) �.� p.m. eque ter :R Phone No.: - - �,� `. `k5 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: F 1 (Inspector: / . 272.4/qC, , : , I I $42.00 REINSPECTION FEE REQUIRED.. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 Call to schedulereinspection. I Receipt No Date: 'Y!, ..,....... n,..,. i. eir '.:.,r+ ° '. . ! BLS" r3100r. •: tqt re f . }i.,...,._. _._,......,.,,..,,O'.i,• - - - - - - -- ,` . ' INSPECTION RECORD rt.. Retain a copy with permit INSPECTION NO. PERMIT NO. 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , •, 4 \ (206) 431-3670 , fr o ti z2uArroz 601.F Type of ingAz imstAL l i c rfa l r s.ionesarm Date called: 14 Special instructions: 'Date nted: Requester Iz inj Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: L Inspectorr Date: -...1 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • l INSPECTION RECORD PY P Retain a co with ermit +• Mel INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DIVISION ‘`; (206) 431 -3670 ' ' .. Pro'e T of ins e I n• � r iz. Goy- ! NSt - .. ` ,, f r'sq 1 soap faire z . pl Date called: 2 _q 1 ; . Special instructions: Date wanted 2. - !tD -�tD Requester: ` ' fL Phone No.: G.1r;..231t ,.• 02 Approved per applicable codes. I I Corrections required prior to approval. ` '• COMMENTS: 6 + /Oro ; 'ra -` s4 . .. /11/41111111=1 . ' Inspector Y Date: , ` .:. 1 I $42.00 REINSPECTION F REQUIRED. Prior to inspection, fee must ,. l be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.. Date: ii ,—. ._.A...0 .... ... «.+.,... —.., ,,f.....4....,L.Cnni.takt..,-44 *43,r l:.h�i4�C ..2.] , , , ,,6,...... sr.... ....... ...1-`, . ;t I "1 .•% .. -- — � INSPECTION RECORD D ' "I Retain a copy with permit S Q22 INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 „; .s Project!, Type of inspect o A ` Address: Date called:. 1 C< -- 79I S0 ' Ar - •- �- to N . Special instructions: ted 9 Reques er: 1 C7 b Phone No.; ✓ 1 2.31 L� A roved per applicable codes. Corrections required prior to a `` , PP P PP ( I q P approval. z COMMENTS: • 6 /1 -4..t i , j 1/44 - ,A elitQ • • • i Inspector: •Date:: $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. I Receipt No.. Date: E i •�. _.�.___._ ..v. a_./RMY ��fSAfIl1!Ail.'jL J17I.�iy!.M'.w.- 1. L1. ... ... .. .... ' {• ' INSPECTION RECORD " Retain a copy with permit Q 2-Z 1 • _ ' ` ' •. PERMIT No . CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206) 431 -3670 • r .5 aeA '. 60t- - r m ow 1•n. . L- 9EA i^Ij 6 wiliameimm sp... nstructons: I :re YT t:, 5 » ; tU am, ..m. .� Ph eI 515 -231 • X Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: d y. _ - AWOL R • • • y Y nspector: jos__s' I .e . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r..,,_ ,,.:. aS.: A' �JetbL: w`: rJ" �w:• 1.::. aiae. 4%' k!9.d::ilttsdsie.9..y.f,ulisv :: _.;!.s�.._:..�A.�,r. ,.... ..-»._..._. v.: u...: e>..... u.. u: a n. Y.• amhl hrarG. xc:.:.: sm d:. v+ cr•..++ ..•_ «..,.,w.«..,..�.....�_..... _.._._ _.'. -_... , _.. ._.... _.... _....._.. »__.. a INSPECTION RECORD ,, S" Retain a copy with permit a2-2-i INSPECTION NO. PERMIT NO. .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, 'Tukwila, WA 98188 (206) 431 -3670 Project: Col ypeo ns '(,c / • f , ress: Sp :.M nst «;• �: Date "anted: Requester Phone r. ❑ Approved per applicable codes. Corrections required prior to approval. ` ` COMMENTS: ,{ f a. • Inspector: Date: j • ❑ $30.00 REINSPECT* 4 FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: 7i _ ... .. .., : a.. s�w t .kbk °iJ}tirdvi� s:z -...r. ... .... INSPECTION 'RECORD . Retain a copy with permit ! 2.0- CITY OF TUKWILA BUILDING DIVISION **:�r, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Pro ect: - ns bn: 1 017 -I0 E7bL -F' T `�. t IAN =� Sp Instructions: Date Wanted: Z- Requester: •g PhoneNo.: C G ' 2 1 .Approved per applicable codes. O Corrections required prior to approval. COMMENTS: + . - r • } '( t - 1 1 E nspector: 111 e: — 14. ❑ $3000 RF.INSPECTIOttyPEE REQUIRED. Prior to reinspection, fee must be paid at '; 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r w0c0 0.: .... __... .... �.. _. r......,.._...:. �crr:.: 1. 3aY. ax: a��. i�dYi�E^; is�►. FSM" �rF�ta�X�li'":.:. c0r:. atKxxd.,: rax�t� '�;av�w,cl�raarNrtvc�.,...f..._ ..0 _..�. .. ....... ....v:' •Y. n,R �: „'uv >K .. �.. _.� _ ......__. _._ .__ _ _.._ _.. ____....., _... • INSPECTION . RECORD Retain a copy with permit Ua " CITY OF TUKWILA BUILDING' DIVISION 6300 Sou center Blvd.; #100, Tukwila, WA 98188 (206) 431 -3670 Project: ' , f c ° v " , Type of 1 �- v t Address: f vv / 64\1 4 , DateCalled: , Special Instruct s: ' Date Wanted: (�j ce, / p.m. Requester: I'hcne No,: 'Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: • (k Zik c► V ►JC—r --" t t C, 2eilaF 8T' I4 A r_. ' . a . 3 '; • • .. 7 1 ;. • • Inspector: .._�,j Z....- I Ito: t �1 ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. ,Call to`schedule reinspection. .«. ,, • y; r$.' t.! S �' Vt i' i' Y:a,1C• 1 :�,tG#d'�:tdjtBY'bi'rtt ths,iYk INSPECTION RECORD `-- � �J` Retain a copy with permit 0 cE. ') . 1 ,, . -' • 1 Ir, PERMn NO. CITY OF TUKWILA BUILDING DIVISION No 6300 Southcenter Blvd., #100, Tukwila, WA, 98188 r / (206) 431 -3670 Address: J Date Called: ;�. Special Instructions: « ' Date Wanted: (,�� " 1 ) am. p.m. Requester: R Phone No.: 0-1:1 - Q,10 i _______ k►' Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (-7 ,/ / e / iJ " .i // Al ` 44-; v.1, . f .4/-g e k r..e�!JI z4,44, _ 74., Y t.- t DAn.ri! - , • Inspector: Aiiii _A . ("L"/ / e/ Date: .w ,. ❑ $30.00 REINSPECTION FE • ECIUIRED. Prior to reinspection, fee must be paid at `` 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: fie: '_""' 1 ,. ...i -.. ,,.....,.,...„. ........_....,;.., a. r1...........-, n., A,.., r- 3:AAL.?s.);a"'ii.X'tiglitit: �C&O...a:f 'S#kd+X S.I1111,V2∎MnM . . .. __.........., ...._........�.....v.- ,... -..r. .... ». ».wrw. ...0 .S_. :Y:v....nW.�...»....r v..a ....- ......n.�...._�..........,..W_. :........_. »- ........_._.. LI IIMI INSPECTION RECORD X 1395 Retain a copy with permit • 02. • �r• PEPN#T N0. CITY OF TUKWILA BUILDING DIVISION � \ ■•\ 6300 Southcenter Blvd., #100, Tukwila, WA .98188 Alt; , (206) 431 -3670 iJ. • 'ro_ ypeo ns — ' : ; ,i.IL, d .1 r i'7 _ . . , re -. I:,e :1:.: Special lnstructlons: Date.Wanted' �`" am, an. ,' , Requester. i Phone No.: .epproved per applicable codes, ❑ Corrections required prior to approval. • C0 7 l 3 G .- ,' /,,,, �i / iir /X .0k" , / ..",' . i` 1- 79J/d '}•• , f_,4 / t f r I f\ c.._ Gt4JdY� i j - r • nspeCtof: i fAlri F I. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "bate; I t ...... ,.. �w... -n .. �:: a.. �..:.: �..,....: 1.'.:...,+. 1.... 1.». ..- .....- ,....H]:::s..W.t..�.: <�..ra:v.. �.- r.uv..w -.. 0.. INSPECTION NO. ? INSPECTION RECORD 1')9G -� Retain a copy with permit Q("1 ERIE NO. CITY OF TUKWILA BUILDING DIVISION * ' I 6300 Southcenter Blvd., #100, Tukwila, WA 98 :: (206 1 -3670 Sw , �t .. N Proje 'yt, ct cut epArTE.{2_ 601._ F me o " S.:.. , A IL) /`tf Aaire . 1 �..4CPa R. ri aye Called: t- 10- C lio Special Instructions: Date Wanted: _ C�! "� , to am, p.m, Requester: 77 p i } . Phone No.: /5 2 , i o ilk Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: G Inspector: / Date: if% 19(P I ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , • 1 17.: _■■.■.■.fie: .1. f .i. h .' _. L . ,.. _.. �........•._:e. r.' .t�. .,e.tt.r•:,..ri•.sa .:x13. S .a..s�.ic.,A:.h:. silly:, Wxarik+ r�. ti/ w3. f:. xti .,�'4�.4:1ses'ii—'--..ns.L... .. _. .. 0 . ,,...._. INSPECTION RECORD Retain a copy with permit Q 1 "S. -_ • 1 1., PERNNTN°. / , ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 hi.), (206) 431 -3670 . ; , Project:GOU- 6 Ot.5" Type of Inspectio '' — ( - T ' ( f�'Tlr.� FT IN6-/ , Addr7y i1 t ,scu....racr5 j2 i\i Date Called: 1 _ ' p _ coo Special Instructions: Date Wanted: p 1 O ra . p.m. Requester: Rd-t) , Fran No.: si s _ X31 O C[ Approved per applicable codes. ❑ , Corrections required prior to approval. COMMENTS: , 1 t t f t4 C O . D.'c,14-1 oC, , 2.. ' 4- A -rte w1 ' 3) L114 , +- .OA VAALL- uF- sAR•) s14 'sN t,.,A l L I...ix 11.( 1.)G Fiuw L.- -iv - L ► s J\T 2- • = i . I i nsect (4 _ Date: 1 1 II ( ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i _ , -: -, , . , ,_.:i,.�i neat ,.w, :vA ll-•t, -:r L +,, ; w re1D. L3if`t� - 'y:tkeao*k hil,;, 'riS:c a,?:Att,d, - .- _...._...,..._. n.,.•. v ...- ,r.:x+«.n::a::w. *'c:oi:..>: r..tr.•:s.re•.s�w- «.., INSPECTION RECORD 0 $9 Retain a copy with permit 0 221 r t' .• 1 6. PENN - N0. / CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11► (206) 431 -3670 Project: 5. n o Type of Inspection: , a GI • l� Address: S C . PI1''� Date Called: I 2...- Special In structi ons: Date Wanted: I 1.....q am. pm, lo), % Requester: D Phone No.: F�-4Y� (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 4 N Ac Lt h 1 C - , ..b -- c- -u- CC 0 2 -aaa_ A\ rr- to - t c `3 - N 4 Inspector: . "- _(\.32,--.-. . ' Date: ' q co ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o.: _ Dale: > . • 1 �� 4 f�� City of Tukwila John W Rants, Mayor � � -,,. 19 •• Fire Department Thomas P Keefe, Fire Chief • , a, y90a TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM V Permit No. f j / I Proj ect Name �0(A 1 %'�'` Z-� �..i Address f &' - / t (/ Suite # Retain current inspection schedule Needs shift inspection Approved without correctionr-notice Approved with correction notice issued d Vi hA,. /(6. Sprinklers: - / Fire Alarm: _n Hood & Duct: Halon: Monitor: Pre -Fire: Permits: / 416,-) Authorized Signature Date p i FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Faro (206) 5734439 • • • CITY OF TUKWILA Address: 18791 SOUTHCENTER PY Permit No: 895-0221 Suite: Tenant: SOUTHCENTER GOLF INC. Status.: ISSUED Type: B -BUILD Applied: 06/29/1995 • Parcel #: 352304 -9015 Issued: 12/19/1995 •k •k •k •k •k - k *- •k •k •k M •k •k k * k k •k •k •k k b * k k •k k •k * k k k k k * •k k k 'k k k •k k k •k •k •k •k k •k k A k •k k •A 4 •k •A k k A #v k L j •k A k k •k 'r Permit Conditions: 1. NO CHANGES TO BUILDING -OR.ACCE yS ORY}:;"'S;T .TUBE' EXTERIORS W/O WRITTEN PLANNING DIVISION APPROVAL 2. . ALL CHANGES SHALL �8E CONS IS.TE.NT. WI B . A . R . 'AP!!ROVED DESIGNS, PLUG COMM: APPROVED "CONDIxTIONAL USE` I ERMIT AS ALWAYS, THIS' IS THE AP; PL''ICANR yh { BE NO ,INSTALLATIO OF ANY , `ELEc.`F' 4 RIc' ?L ACILI ES _ . .THERE ..HALL f . F � TO LIGHT THEr11ITTfNG' FIELD,,, ,;EXC.EPT''`THAT, MINOR .ELEMENT'S SUCH AS ELECTOCAL :CONDU. T UP,; TO 30 , , Y INCHES ABOVE G RADE 1 IN'STALLED;,;:' Ti �i condition re d.g`�l'f z' the app`�i,,i+ a nt z failur " e b satisfy tiie l9 h:tin ,+ - j ' `' ,•„�� � g, g" JF`, "�ndards �sC "�bl�i`'_,jl�ci it;"c��* the 'S i -MIN'S and .t Cor'ri� �." "� e �.� ,•,,. 't•�1unal U,:�e Per•mi C, the appl� ; � ; c�:inY`�x }` desir; "e •to `be'gin bui lding anti � h'1 „letter of agreeme`ttt 4. All ; SEi'A � 0004) , C'ONDITION, USE....PERMIT (L94- 0005)''.A \" DESIGN' REVIEW (L94- 0009'4 L.95 0'`REOLII E '' SATISFIED � � � 06O) �G: F� MENT':� SHAW 4r ; , ; � -g I �` "' �'' �- �• � f1 _„ �,; i tf ... 1. � k 5. A TRAFFIC MITIGATION PAYMENT' }OF1,i;2 )00..I REQUIRED 1, $ ,'f PRIOR; TO FINAL'' CONSTRUCTION ,APPROVALf. 6. No ;changes :wi l i '-be made F p l ans', uni.•l esw approved by the , +! Architect or Engineer ,and the•. Jukw la Building Division 7. Plumb,ing:;permi,;ts SW1/be obtained thr ~ought the Seattle -i ing° ' ' County Department of,, Publ ic' Heal`th. ).uinbing will be insp`e "cted that agency," including all gas. p.ipin +g (396`' 3. Electrical �►'e`r mi'ts shall be obtained .through'' tii'e Wash t.ngton r> ti` State ,,;,Di v i s on of•' Labor and , Industr i,es work will be inspected by that agency 1248 9. All meah in i ca l work ° shall be under sep arat e e: p'e rmi t issued Go., the City Tukwila. „y: 10. All ,7 perm i ",ts' : inspection `records, and approved plans sha, l he available Wthe lob site prior to : the start of ariy cots., -:r struction.. `• :T;he_se documents are to be,-maintained at�tii ° t- able until final nspectiow appr•ovai is granted. 1 1 . When special i nspec,t.i„on is requ'i red .e ither the ,,owner architect or engineer : :hall not 'ifv the'rukw :.l a Ru1'1ding Division of appointment tit the i.nspectIo 630encies prior to the first building Inspection. Ters 11 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' performed. 12. 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. 13. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for 'Seismic Zone 3. 14. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15. Engineered truss drawings and calculation: shall be on site and available to the building inspector for inspection i __:�_ _— r �� .� .� .__ _ _._ �_. ...._.. 7 3 • ;- purposes. Documents shall bear the seal and signature of a Washington, 'Sate � te/ssiona1 Engineer. } . 16. Any exposed . insu l a` �ons backing material'' sha l -- ave a Flame Spread Rating of 25 or less, and material shall bear identi- fication, showing the fire ' performance rating thereof. 17. All construction to be done in conformance with approved plant and requirements of the Uniform B u i l d i n g Code (1994: f dition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition) . . 18. AVali,dity of Permit. The issuance of a permit or approval of pianist 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, bui l.d_i ng code or of any other ordinance- of they fur :'iys`di4aiori No permit presuming to give authority to violate ''orx - cance l the pr ~ov?i s i g i n s of t h i s code, shall be val i ° ° t '� • • 19.. There shall be 'nct'zacct panc,y o he tsb ldin t':,) ir rl`C0t final .in heep1 i dmpl'ete'ti 13Y'y, thefµ ' ,Tiikwi las` -Ste the ; . Inspector . ka ,; ., :,.r' .' : �;' � , 'c . 20. A CERTIFI / CATE OF 0CCL1. BE REQUI C R , ED FO i } THI S P • ✓ M CVii { ,. ' 4y A t '. .f ' y u 0, A ! ' f , , ''' P { -.. � • f P \ ; " t r` t+t, fo / t + fit O + . t .�'� ' :;4 ; \ � 4,.% t 1 t 1 ^i i 'M k .s, a +'`, \4,..:,;!i N ■ P. ; ,./,< <1 i} " , tk .all •:;3 ''( i f .. {....''': f .' il } } ry :t f "��' i j p r t J t r P Yi ' r Y5 'i' F` t�C' i. 1e .. /s� t t• •tt t� ,la:✓ VA , t } i 1F t t . , +f 11 tIf Y g (4 ,r l t ] � 1i J .: fi 4 �1 " . ' d �' ` ' 7 ..,.• .tt;'. Stf.4j y r !i T ) S of > �t , K 9 ,Ff / t r .,. 'a rt f � }. > '.,' d �'?� � i :4 �. i ` ti '0i PA • {, ' ye. ,,, ;,?. aY.S J' � i + i q - i^, ` t �t i ls.:4$ "t \l'' '�. ' E','�. 1• . ,.. f�'r ) � vt %,' .r` ' s , ,... a l :,,,, ` � } }.,t f :. ;7 . 1 t , e. \4 t, ,y ta (•1+ , • 1 Y: . Vi , y '� k y ., ... e t 4 , r i .. 1 S r� . 1'l F 1 t I • t ' y t.. �. . • . � 4-P :q , • L ighting: Summa :. LTG-SUM." • .1994 Washington Slate Nonres o.nb+l Energy Ceo ,,Innc, Fofmi • r• P roject Address ,.. Date ... , ' Outdoor Areas • 0,2 W /ft • ' . I • Bldg. (by facade) 0.25 Witt' . . „ . Bldg'. (by perim) ,i,.t.t' ;c�yt , • .. ........7..5 W/II --) 4 . '�tcl o ;., • Note: for building exterior, choose either the 1apad'e area or the perimeter method, but not both) Total Allowed Watts t y�20 0 ' • • , Proposed Lighting Wattage (Exterior) (Maynot exceedTotal Allowed Watts for Exterior) • • ' ' . ' • ' ,Number of Watts/ ' :. ' ' ' ' Watts ' ' : Location Fixture Description Fixtures' Fixture • Proposed v ' ' • {�A►1�•.tC.<< •1-- ct;;- 1- 4 .tom � re) .: poop , PI.M 1� c-, , lt4_ E••4.ik�...� l6..- . t4 a ' Z fir: ' • ' . Total Proposed Watts may not exceed Total Allowed Watts for Exterior • . '• Total Proposed Watts 1 c • ' .', :•• ' '', I III "I GE Lig.g Systems POWR°SPOT® • III FLOODLIGHT with Glare Control r APPLICATIONS . Recreational and competition sports fields at all levels. General floodlighting where long setbacks or high mountings require maximum optical performance. Expecially suitable at sites requiring glare control or light trespass limitation. SPECIFICATION FEATUE j f f j • UL1572 Listed SUITABLE FOR WET LOCATIONS • CSA Certified • Standard construction is IP55 • Die -cst aluminum ballast housing with acrylic ,� " electrocoat gray paint finish inside and out �� NEMA 3 and 4 • Enclosed, gasketed, filtered optical with configured, \ OPTICAL = ALGLAS' finish on 20 -inch (508mm) diameter aluminum r reflector and tempered glass closure • Thermal separation of ballast from socket and lamp o • Removable cover for access to ballast and wiring .:% compartment ' ,/ • No- weep -hole consensate drain • Built -in cable and strain relief bushing to • Heavy gauge steel trunnion • Corrosion resistant hardware i • Cutoff to lamp and optical surfaces at 25° and 40° \ above beam centerline 1i z —= • Position oriented socket available for "minimum" tilt 1 4 __ factor lamp — contact factory `=1 • Remote ballasted system available. See Accessories v NEMA S and 6 y • Mogul base socket � OPTICAL ORDERING NUMBER LOGIC SP 1,I LISTED' PSFG 51 M 0 A CO HDO S — l — -E__ T T T T T LIGHT BALLAST REFLECTOR OPTICAL PRODUCT ID. WATTAGE SOURCE VOLTAGE TYPE ID. REFLECTOR OPTIONS XXXX XX X X X XX XXX XXX PSFG = Powr•Spot 40 =400 S =HPS 0= 120/208/ See Ballast Select ID. See Ballast and F = Fusing Floodlight with 20 -in. 75= 750 M =MH 240/277 and from Photometric P = Prewired with 6 ft (508mm) diameter 01 = 1000 Standard: Multivolt Photometric Ballast and Selection Table (2 meters) 014/3 Reflector and Glare 51 =1500 Lamp n ot 1 =120 Control Assembly Selection Photo - IMO o Heavy Mounted on Door 61 =1650* Table metric included. 2=208 (5 Duty 20-in. A = Autoreg Selection (508mm) PSFV= Powr•Spot *NOTE: 3 =2 M=Mag-Reg Table. Diameter Floodlight with 20 -in. Aiming 4 =277 BO GPO = General (508mm) diameter restriction 5 =480 CO Purpose Reflector and Visor horizontal D =347 DO 20 -in. Mounted on Door ±60° (508mm) EO Diameter ' RECEIVED G, CITY OF TUKWILA aVhe on this pag are UL unless otherwise modifications noted. • Registered Trademark of General Electric Company NOV 3 0 1995 Data sub /act to change without notice Page 2 4014 Dec. 1993 , PERMIT CENTER GF Lighting ms . . T . GUIDE FORM SPECIFICATIONS POWR•SPOT ® III FLOODLIGHT WITH GLARE CONTROL . G ENERAL.OESCRIPPON = The NEMA (specify heavy -duty or general- purpose) weather - resistant floodlight designated (identify) GE ��, POWR:SPOT" III floodlight, ordering number (specify, PSFGXXXXXXXXXXX or PSFVXXXXXXXXXXX), or`° . • approved equal, for operation of one (specify [400, 750 f —e` , j _ �, or 1000] watt high pressure sodium [HPS] or [400, 10 )0, 1500 M ; or 1650] watt metal halide) lamp from a nominal t � -o_ (sperify 120, 208, 240. 277. 347 or 480) volt, 60 Hertz power N �t' a source and shall be capable of starting and oiler acing the /� �, � specified lamp within the limits indicated by the lamp ��, . lt1+ manufacturer. The floodlight shall contain a completely \_u -` In' \. )rewired integral ballast and optical assembly with I �!! ( (specify actual beans size according to photometric selection p� / c )r rt table) NEMA type beam spread (horizontal X vertical). The k7 s floodlight shall be 1.1L1572 Listed SUITABLE FOR WET LOCATIONS and CSA Certificed. The floodlight shall have a . decal indicating reflector identification viewable from the OPTICAL ASSEMBLY ground. Standard construction is IP55. .. . • . The general purpose sealed optical assembly shall include a MECHANIAL, CO NSTRUCTION C hinged door frith stainless spring steel door latches. tem- pered door glass, silicone rubber door gasket, and airway with For ease of installation and to facilitate maintenance and charcoal impregnated dacron filter. rt nis optical stn glarle device lto - ! - here shall be a one-piece spun aluminum 20 -inch (508 nun) the optical door. reflector protected inside and out by an ALGLAS" finish. All external hardware shall be of a corrosion - resistant material or . The ballast assembly shall include a clie -cast aluminum protected by a corrosion - resistant finish. . housing with electrocoat gray paint finish applied inside and The heavy duty optical shall include a heavy gauge aluminum out. The ballast assembly shall have a formed aluminum front outer housing protected inside and out with an electrocoat n panel that accesses a generous wiring compartment. contain- ing wiring with pre - stripped leads; a built -in weather- resistant gray Paint. strain- relief hushing; and a heavy -gauge steel trunnion pro- GLARE CONTROL ASSEMBLY ? reefed by a weather- resistant coating. The access panel shall function as a condensate drain for luminaires aimed clown - ward, The ballast assembly shall contain a vertical degree The glare control assembly shall include an external visor marker and a repositioning stop. All external hardware shall with mill finish and floating louvers having a matte black be of a corrosion - resistant material or be protected by a absorbing side and a specular reflecting side. The complete • corrosion- resistant finish. assembly shall be mounted to a detachable reflector door The ballast. assembl• shall be configured so that the socket is enclosure. structurally isolated front the ballast compartment. VISOR ASSEMBLY . The ballast assembly shall contain a thermally isolated heavy duty mogul base socket with nickel- plated tempered brass split The glare controlling visor shall have a mill finish and be outer shell containing lamp grips and a free - floating, spring- mounted to a detachable reflector door enclosure. i loaded center contact for standard lamp. i BALLAST OPERATION 1 • The floodlight shall contain a (specify standard Autoreg * REFER 'ID PRODUCT PAGE FOR OTHER BALLAST i [CWA] [indicate that 1500 and 1650 watt metal halide must SELECTIONS. FOR MORE DEFINITIVE INFORMATION, operate design center lamp at rated watts on nominal power REFER TO BALLAST SPECIFICATIONS IN TECHNICAL supply after thermal stabilization]) ballast* circuit in full DATA SECTION. compliance with lamp - ballast specifications available to the 1 fixture manufacturer from the lamp manufacturers at the time of fixture manufacture. 1 The ballast assembly shall contain a ballast which will reliably RECEIVED start and operate the lamp in ambient temperatures clown to CITY OF TUKWILA 20 "F for metal halide or -30 °F for HPS. The luminaire and ballast shall be front the same manufac- NOV 3 0 1995 wren PERMIT CENTER ID Registered Trademark of General Electric Company . Gala subject to change without notice Page 1 401 Dec 1993 • • • VERTICAL FC'S AT 600 FT #A 3.40 3.81 4.25 4.73 5.26 5.86 6.69 7.76 9.27 10.9 13.2 15.5 17.9 18.8 17.9 18.2.19.0 + + + + + + + IC`" --� !Y Fixture Quantity Curve # Init Lum LLF Design Lurl POWRSPOT 20 IN 42 8391 110000 0.676 74360 System Units' Feet /Footcan d l es SCALE Grid Average Max Min Avg /Min Max /Min CV #Points 80 0 80 - Range 4,17 39.9 0.354 11.8 > 100 0,997 704 Vertical600 10,7 19.0 3.40 3.16 5.60 0.546 17 GE DOES NOT RECOMMEND THIS LAYOUT. GE IS NOT RESPONSIBLE FOR RESULTANT GLARE OR SPILL LIGHT. THIS LAYOUT DOES -NOT MEET 1ES RECOMMENDATIONS. 354 .439 .500 + .529 + .567 .603 + .648 + + + .683 .685.704 + + .742 .769 + + .7456 + + + .7: ,774 .758 .753 .753 .742.744+ + . .730 . _ .711 .714 .708 .701 .700 -702 295 = 694 .698 .712 .733 .779 -820 .8 46.907 .977 .992 .961 + .931 + + + -890 .781 . + + 4 • + + + + + + 4. + + + + + + + + 433 .539 .613 _648 .697 .740 .786 .810 -824 .843 .890 .911 .902 .876 .888 .879 .870 .860 .883 .841 .832 .821 .830 .826 .816 .817 .821 -799 .786 .796 :.2 .805 .820 . • ••• .938 .988 1.05 1.12 1.15 1.10 1.06 1.00 .8& + + + + + + + + + + + + + + + + + + + + + : + + + + + + + + + + . + + + + + + + + + + + 537.669 .762.804 .853 .908 .951 .968 .983 1.03 1.07 1.08 1.05 1.04 1.04 1.03 1.01 1.01 .991 .981 .962.976.974 .972 .962 .967 .955 .933 .919 .932 • .934 .961 1.02 - 1.05 1.09 1.16 1 • 1.31 1.28 1.22 1.15 .97( + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + 674 .843 .949 1.01 1.07 1.13 1.15 1.19 1.19 1.26 1.30 1.28 1.23 1.26 1.23 1.21 1.18 1.17 1.16 1.15 1.14 1.15 1.16 1.14 1.14 1.15 1.12 1.08 1.08 1.09 .09 1.10 1.16 121 124 1.27 1.38 1.46 1.48 1.52 1.51 1. • OS + 4- + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + 862 1.08 1.20 1.29 1.35 1.40 1.41 1.44 1.47 1.55 1.58 132 1.51 1.51 1.48 1.42 1.38 1.39 1.39 1.38 1.38 1.40 1.40 1.37 1.39 1.36 1.31 1.28 1.28 1.29 .29 1.33 1.40 1.44 1.45 1.52 1.82 1.70 1.69 1.79 1.78 1.61 1.49 1.2 + + + + + + + + + + + + + + + + + + + + + ,+ + + + + + + + + + + + + + + + + + + + + + + .12 1.41 1.57 1.67 1.71 1.73 1.76 1.79 1.84. 1.93 1.90 1.86 1.86 1.82 1.71 1.68 1.64 1.66 1.88 1.68 1.68 1.71 1.88 1.68 1.68 1.63 1.55 1.52 1.52 1.53 .57 1.65 1.70 1.73 1.74 1.82 1.91 1.97 1.99 2.13 2.08 1.65 1.73 1.41 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 46 1.f4 2.03 213 217 2.1 5 219 2.2 229 2.35 231 230 228 2.12 202 200 1.98 2.04 205 206 207 206 204 207 204 1.93 1.87 1.82 1.81 1.86 , .95 204 207 2.08 2.12 2.17 2.24 232 2.39 2.52 241 220 202 1.5E . • 90 239 261 270 268 265 2.72 2.77 285 287 2.85 283 270 2.47 243 238 244 250 251 253 293 251 254 254 2..43 2.32 222 218 2. 2.30 • 44 2.50 251 2.53 2.58 257 284 273 2.85 288 2. 281 2.281.T, tr • + 3.16 + 63. 41 . 413.32 32 + 3:41 + + 8 3.38 3.503.53354 + + 3. 393. + + + + + + 13 2.95 291 2. 893.22 3. 0 + 73. 143. 133. 10+ + + 3 .13363 :10+ + + + + + + 2.92 2 278 2.63 283 274 291 L033. 053. 083. 043. 053. 053 .153.173.2 83 . 253 . 283 . 05258201 + + + + + + + + + + + + + ;.36 4.21 4.43 427 4.09 4.11 4.20 4.23 4-33 4.38 4.33 4,01 3.73 3-55 3-48 3.55 332 3-84 352 3.87 3.88 352 354 3.77 3.50 324 3.14 3.31 3.51 3.68 • • 3.83 3.72 3.60 3.61 3.70 3.74 3.65 3.63 3.73 3.91 3.55 299 2.4: + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .43 5.60 5.83 5.27 5.09 5.19 5.21 5_21 5.32 5.41 5.15 4.73 4.43 4.24 4.23 4.39 4.70 4.89 4.87 4.85 425 4.84 4.89 4.61 4.11 3.77 3.90 4.24 4.47 4.70 .79 4.65 4.36 4.23 4.37 4.49 4.36 4.04 4.01 4.35 4.57 4.07 3.50 2.71 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • 62 7.08 6.82 6.19 6.18 6.35 6-28 6.19 5.39 8.56 6.06 5.48 5 -17 5.06 5.12 5-42 5.92 8.07 6.00 5.03 5.91 5.89 5.02 5.53 4.74 4.49 5.01 5.55 5.68 5.84. •.75 5.51 4.96 4.87 5.22 5.24 4.85 4.39 4.60 5.14 5.28 4.72 3.75 2.91 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 83 812 2 792 7.00 738 7.58 730 7.. 5 738 7.48 6.69 6.10 6.15 6.02 628 696 726 739 725 7.38 695 6.85 7.17 6.49 5.54 5.70 692 7.14 6.75 6.71 • 72 6.21 5.62 5.57 5.98 596 5.12 4.57 5.41 6.10 6.12 4.76 3.30 3.0: 217 9.56 9.06 8.64 8.72 9.09 8.46 8.81 8.518.087.466.86 -47 8-01 8-47 8-53 8.139 9.05 9.18 8_02 7 - 43 737 7.46 8.93 734 8.40 8.88 7.55 7.20 •.467.14 6.81 6.25 6.44 6.13 5.24 4.56 6.34 6.91 5.94 4.49 3.38 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + + + + + + + • 7.3 144,3 13.9 127 11.8 13 -3 11.3 128 11.2 9.88 9.96 8.46 9.44 9.83 11.4 12.0 10.9 12.8 113 127 115 8 7.36 8.39 10.5 9.92 10.9 12.2 8.70 8.54 ; 16 9.99 9.84 7.67 7.21 5.70 7.59 6.07 6.81 6.58 5.35 5.21 453 4.3: 9.9 23.7 20.9 22.0 15.9 22.9 16.1 20.2 19.0 12.7 16.2 10.8 13.9 13.3 15.5 21.5 14.3 21.4 16.6 17-3 21.2 10.6 10.1 8.71 14.1 14.0 12.8 22.3 13.3 11.9 '.59 12.1 16.5 10.2 10.8 8.01 13.9 11.6 6.71 4.47 6.71 9.16 6-15 7.94 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + QQ / • / Q y Q Q (4 .1) (•.1) (• (•.5„0) (•. ('• ('• -Q) ('• •I) / l••-I) (..p) (`� -b) // l 3) (4 ) i .l) (• •�+) .( �) ($ p •6) (. 676 • L. • • 0 • General Electric Company GE Lighting Systems Hendersonville, NC 28739 USA VERTICAL FC'S AT 600 FT GE AutoUTCAD 1.00 Provided By: - Application Engineering GE lighting Systems 3010 Spartanburg Hwy 3.40 3.81 4.25 4.73 5.26 5.86 6.69 7.76 9.27 10.9 13.2 15.5 17.9 18.8 17.9 18.2. 9,0 P.O. cox 4506 + + + + + + + t + + + + + + + + + Hendersormlie, NC 28739 USA I _tueiv Phone: (704) 693 -2200 Fax (704) 693 -2103 - - Provided For_ GREG FRENCH I SEMIWA TTLE GAN SALES Fixture Quantity Curve # In i t Lum LLF Design Lunt specific light ion that are wed on specific inforrnat'on that has been POWRSPOT 20 IN 42 8391 110000 0.676 74360 supplied to GE. My differences in luminai a installation, lighted area System Units' Fee t /Footcand les SCALE gghted C and asp c n* in the I' hted are m rodue diffe rent G r i d Average Max Min Avg /Min Max/Min CV #Points 80 0 80 160 results from the predicted values. Normal tolerances of voltage, lamp :. Range 4.17 39.9 0.354 11.8 100 0.997 704 iiiiii=eimilimi output. manufacture wing affect result�s. e Vert ical 6 0 0 10.7 19.0 3.40 3.16 5.60 0.546 17 Ref: IES LM -61 -1986 Identifying Operating Factors for HID Luminaires GE DOES NOT RECOMMEND THIS LAYOUT. GE IS NOT RESPONSIBLE FOR RESULTANT GLARE OR SPILL LIGHT. THIS LAYOUT DOES NOT MEET IES RECOMMENDATIONS. C cc o Q z Z X 0 0 733 354 .439 .500 . .567 .603 .648 .683 .685 .704 .742 .769 .774 .756 .758 .753 .753 .7 .744 .736 .730 .711 .714 .708 . .700 .702 .695 • ..: :694 _ _712 . . 779 .820 .846 .907 _977 992 . . _890 .78C /Y + + + + 529 + + + + + + + + + + + + + + + + + + + + 701 + + + + + 698 + + + + + + + + + + 961 + 931 + + > U) O W 433 .539 .613 .648 .697 .740 .786 .810 .824 .843 990 .911 .902 .8 _888 .879 .870 .860 .863 .841 .832 .8 . .2 .1 .1 . _9 .8 .9 • .805 52 • •,- • ••- .938 .988 1.05 1.12 1.15 1.10 1.06 1.00 .88E O Q W <"-z + + + + + + + + + + + + + + + + + + + + > + 830 8 6 86 87 + + + 821 79 76 7 + + + 6 ; + 2 805 + + + + + + + + + + + Q .669 . -8 908 . .6 _80.07 18 15 1.4 14 1.03 1.1 1.21 _9 981 96 .7 .7 962 967 5 .95 933 .919 _932 .934 _961 1.02 1.05 1.09 1.16 1; 1.31 1.28 1.22 1.15 .97( to Q Z W 0 + + + 762 + + + 951 98 9 + + 3 1.3 1 + + + + + + + + + + + + 2 - + . 976 94 9 + + 2 + + + + + + + + + + + + + + + ' 1 + + + + - O W I UZ tr� 674 .243 .949 1.01 1.07 1.13 1.15 1.19 1.19 1.26 1.30 1.28 1.23 1.26 1.23 1.21 1.18 1.17 1.16 1.15 1.14 1.15 1.16 1.14 1.14 1.15 1.12 1.08 1.08 1.09 .09 1.10 1.16 1.21 1.24 1.27 1.38 1.48 1.48 1.52 1.51 1. • 05 O J CD d Q Z La Q - + +- + + + + + + + + + + I. + + 4 + + + 4 + :,+ + + + + + + + + + + + + + + + + + + + + + 11J ".. 862 1.08 1.20 1.29 1.35 1.40 1.41 1.44 1.47 1.55 1.58 1.52 1.51 1.51 1.48 1.42 1.38 1.39 1.39 1.38 1.38 1.40 1.40 1.37 1.39 1.36 1.31 1.28 1.28 1.29 .29 1.33 1.40 1.44 1.45 1.52 1.62 1.70 1.69 1.79 1.78 1.61 1.49 1.222 L!J Z = W I- O W + + + + 4 + + 4. + + + 4 + + + + + + + + +, ,4 + + 4 4. 4 + + + + + + + 4. + + + + + + + + + < - o1-Zg1- .12 1.41 1 .57 1.67 1.71 1.73 1.76 1.79 1.84 1.93 1.90 1.86 1.86 1.82 1.71 1.68 1.64 1.66 1.88 1.68 1.68 1.71 1.88 1.68 1.68 1.63 1.55 1.52 1.52 1.53 • .57 1.65 1.70 1.73 1.74 1.82 1.91 1.97 1.99 2.13 2.08 1.85 1.73 1.4E 1•' F-- J 0 Y.„7-1m + 0‹ N p 46 1.84 203 213 217 215 219 2.24 2.29 2.35 2.31 2.30 2.28 2.12 202 2 2 00 1.98 04 205 2.06 2.07 206 2.04 2.07 204 1.93 1.87 1.82 1.81 1.86: .95 2.04 2.07 2.08 2.12 2 12 17 224 2.32 239 252 241 2.20 202 1.5E ( J En * 0 O < EE % .90 239 281 2.70 2.68 265 2.72 277 285 2.87 2.85 2.83 2.70 2.47 243 2.38 244 2.50 2.51 2.53 253 28.1 254 254 2.43 2.32 2.22 2.18 2-21 2.30 • 44 2.50 2.51 2.53 258 2.57 2.64 2.73 285 288 2.78 2.61 228 1.7: to U Q W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + °L 0 C, en + + + + 3.1 .41 6 3 3.41 33+ + 2 328 3.38 + + + + + + 244. 3.41 38 3.53 38.4 339 3.13 2.95 29+ + + + + 1 2 - 3.02 3.07 3.14 3.13 3.10 + 3.13 + + 3.16 3.10 + + + 292 6 263 283 274 291 • 03 3.05 3.08 3.04 3.05 3.05 3.15 + 3.17 + + + + 3.28 3.25 3.28 3.05 2.58 ; Z 27 + + + + + + + + + + . + + + 20 [l Q ;.36 4.21 4.43 4.27 4.09 4.11 4.20 4.23 Q 3 4.33 4.38 4.33 4.01 3.73 3.55 3.48 3.55 3.72 3.84 3.92 3.87 3.88 3.92 3.94 3.77 3.50 3.24 3.14 3.31 3.51 3.68 � _82 3.83 3.72 3.60 3.61 3.70 3-74 3.65 3.63 3.73 3.91 3.55 2-99 2.42 D 0 F• Z (n 4 + 4_ + + 4 + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + 0 O 0 .43 5.60 5.83 5.27 5.09 5.19 5.21 5.21 5.32 5.41 5.15 4.73 4.43 4.24 4.23 4.39 4.70 4.89 4.87 4.85 4.85 4.84 4.89 4.61 4.11 3.77 3.90 4.24 4.47 4.70 -.79 4.65 4.36 4.23 4.37 4.49 4.36 4.04 4.01 4.35 4.57 4.07 3.50 2.7E - 0 W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q (n r- • 62 7.06 6.82 6.19 6.18 6.35 6-28 6.19 629 6.56 6 -06 5-48 5.17 5.06 5.12 5.42 5.92 8.07 6.00 6.03 5.91 5.89 6.02 5.53 4.74 4.49 5.01 5.55 5 -68 5.84 ._75 5.51 4.96 4.87 5.22 5-24 4.85 4.39 4.60 5.14 5.28 4.72 3.75 29f N + 83 8.12 7.62 7.00 7.38 7.58 7.30 7.25 7.38 7.48 6-69 6.10 6.15 6.02 6.28 6. 7.39 7.25 7.38 6.95 6.85 7.17 6.49 5.54 5 6.62 7.14 6.75 6.71 • _72 8.21 5.62 5.57 5.98 5.86 5.12 4.57 5.41 6.10 8.124.763.30 3.02 :- 9.56 9.06 8.64 8.72 9.09 8.48 8.81 851 8.08 7.46 6.86 7.37 7.47 8.01 8.47 8.53 8.89 9.05 9.18 8.02 7.43. 7.87 7.46 6.93 7.74 8.40 8.88 755 7.20 '.46 7.14 8.81 6.25 8.44 6.13 5.24 4.56 6.34 8.91 5.94 4.49 3.38 2.87 Designer: 7. 3 14.3 13.9 + 127 4 11.+ + 4 8 13.3 11.3 129 + 4 + + + 4 + 11.2 9.88 9.96 8.46 9.44 9.83 11.4 + 4 + 12.0 10 12.8 11.3 4 + 12.7 11.5 + + + + + 8.25 7.3E 839 10.5 9.92 10.9 + + 122 8.70 854 :.16 9.99 9.64 7.67 7.21 5.70 7.59 6.07 S_81 6.68 5.85 5.21 4.93 4.3: L.R. MCCALL 4 4 4 4 + + 4 + + + + + + + + + + 9.9 23.7 20.9 22.0 15-9 22.9 16.1 20.2 19.0 12.7 16.2 10.8 13.9 13.3 15.5 21.5 14.3 21.4 16.6 17.3 21.2 10.6 10 -1 8.71 14.1 14.0 12.8 22.3 13.3 11.9 •'.59 12.1 16.5 10.2 10.8 8.01 13.9 11.6 6.71 4.47 6.71 9.16 6.15 7.94 GE Layout Reference + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 4 + 4 + + + + + + + SW3 -95019 p , Q p 1 p Q� p�g Qg Sheet: Date�me Drawn: 0) (4 - (tw:°) ('- -t) (' (• ( "•'.) (•5.0) (•' (4 '.) ( "••) ,.)) (4 .0) ( ' ) ( ) (..) (e ) .( �) (`r56) ( ) ("S•D) 1 OP 1 11/28/95 3:47 PM I g76r I Drawing Number_ Rev RE EillitE035019A 00 ITY a UKW ILA NOV 301995 PERMIT CENTER ..,r` �. .. ., �..._ .�.( ,i?^ �. A.�;� .'h'.a,Gtf? c.'vaa .r �.v,mn,..,...,....,.._ ..,..........r...w..n- er.Ntar xisa"f e,T if'L t:2 f' v ? , NOV -30 -95 THU 14 : 4 LDG Arch I t e c s P. 01 TEL 1��i 2064504076 Nov 30 � .�''' 14 :55 No .011 P.01 SHUTLER ENGINEERS � , IHUTLEB CONSULTING ENGINEVES,INC. 1300.1i4thA*. Si, Buhl% allow, WA9B004 •(20d)456407$•p004304071S . , Alghtgaglialhi DATE: November 30, 1995 To: Mice Bally FROM: Brian Trapp Ftg: SDuthcenter Golf • . Tukwila, WA Mike, It b my understanding a net will be attached to the building structure at the locations shown in your sketch (attached). Bated on the weight and size of the net and location of attach points to the building structure as provided by you, the building stmcture should be adequate to twilit applied fluids from the net, S F • } ,1 ,,.r6"' • B)ihn Trapp, • . • • • • • • • FAX TRANSMITTAL S of Pagoa T -t �..�,....;... RECEIVED CO' ......a.. CITY OF TUKWILA •, • uc _ NOV q 19fl5' FAX# FAX# (200) 283-1293 , COMMENTS PERMIT CENTEIk R ■96% 2831293 11- 30-96 :16PM P001 #12 ti • • £,I# 100d Kan :ZO 96 -0C -1T ' COZTCEIZ • 969821 • . SHUTLER ENGi,MEERS TEL No , 2064504076 Nov 30, 95 14:55 No ,011 P.02 (1 40 4 4/ —*4 0$ T HU 11154 LmG Ar e►h 1 * Mcc4 *. Poet 1 • 3 . 3 �- "" y . it ti t • ,VNri . 1. r ip u , toaulora ' 1 .c 1 i • if— , • AI "'_' " RE CEIVED .: • ' a �, CITY•OFTUKW1CA Nov 3 0 199 _ . _ $ y PERMITCENTER a 9C1L - 1 his: b4 f'llHL 06- 02 —AON' . . ______.... .._____ ............_ _______ (--*_„ ___ f ..,........._______ ,vi.y. , j .1.' : ...,, // ) r. ..: I/ , }x _ !S ,,,, ...., / / / / iiik . ..„, , „ / „0„. .5 : _____________. w .1, 'A f AIL . Pc ,....._ Fig . . . . , . . ,. _ , __________.___________ r____________ _ . . . . , „ ... ...: ......_., ..„ , . _ ..,._. t r - -:_ R ECEIVED ,-14., � CITY OF TUKWILA l NOV a199 ,...... PERMIT CE • FEB -29 -96 THU 07:29 AM WOODINvILLE LBR -TRUSS FAX NO. 488871 P.02 F ---- _ 11.. ---• - � .�. Job Truss Truss Type Qty Ply '- /7142i0 7-: COMMON 1 1 US HOME CONSTRUCTION Woodinville Lumber & Truss Co 3.300 *Jun 201995 MTTnk Induttrioa, Inc. Tue Feb 27 15:54:01 1096 Papa 11 • _ • . e•4.1 tn-e•t „- 1 18 a.1 I • 140 9.44 9+0 144 3.00[ 54. a • • 2 I . 4 , 3 1 536= ipvo•!..' 3 3x4 = • �y” -" 3k4 I 9-44 I 1841 .. -_.1 9-4.1 9.4.0 Plate Offsets (X,Y): 14:0-0-0,04.01 . • • • LOADING (psf) SPACING 2.0.0 CS! DEFL (In) (toe) Vdefl PLATES CRIP • TCLL 25,0 Plates Increase • 1.15 TC 0•64 Vert(LL) 0.08 4 999 M20(200) 149/104 TCOL 8.0 Lumber Increase 1.15 BC 0,27 Ved(TL) 0.11 4 999 • • BCLL 0.0 Rep Stress Incr YES WS 0.03 Hora(TL) 0,03 3 We . BCOL 2.0 Code UBC-94 MIn Length / LL deft • 360 Weight; 73 (Ibe) LUMBER BRACING TOP CHORD 2 X 6 OF No.2 TOP CHORD Sheathed or 3-10-13 on center purUn spacing, 130T CHORD 2X4HF1650F1.SE . BOT CHORD f15;N 14 WEBS 2 X 3 SPF Stud/Std • REACTIONS (Ibs/atze) 1 =709/0-3-8, 3=70910 -3-8 Max Harz 1y21(load case 2) Max Uplift 1s- 236(load case 2), 3=- 236(load case 3) • • • • FORCES • TOP CHORD 1 -2s -1248, 2.3 =»1248 BOT CHORD 3- 4= 1208,1-4 =1206 , 1 WEBS 24 =37 NOTES • 1) This truss has been designed for the wind loads generated by 80,0 m,p,h, winds at 25,0 feet above ground level, using 7.0 p.s.1. top chord dead load and 2.0 p,s.f bottom chord dead load, 100.0 miles from hurricane oeeantine, on a category I enclosed building, of dimensions 45,0 by 24.0 with exposure C (ASCII 7.93). Umber increase = 1,33, Piste Increase = 1.33, Both and vcrtitats we exposed. 2) The bottom chord dead load shown la sufficient only to covet' the truss weight Itself and does not allow for any addltIonal load to be added to the bottom • chord. FEB 27 1996 LOAD CASE(5) Standard - - A W .t1,:. RECEIVED N ; x V CITY OF TUKWILA • • kL ' — WON PERMIT CENTER . . •• I EXPIRES 1212-9B 1 )(___ 13c75 ...0-2;7.1 . Q, WARNING • VerV9 dselyn paranxters and MAD NOTES ON THIS AND REVERSE SIDE BEFORE USE. ouss,i Dethn volkt tot use only with Weis oonnecton. 1hlt design k b$ed Only upon po,omefets shown, and k col on Individual bottling Oemp•nent to be Inttoced and boded verlbelly. Apoacobety 0t ;Anion patometeH and 'mono Incolpof0ltan of component h tospensl arty 'mono deiTOnet - not buss dastynet. Mooing shown b tot falotot support of tnOM,$VoI web meMDett Only. AadIllonal ternpo,ory btoCinq to Wow* ubuity Owing e.nthvvlion b She tetponLbltly of Inc ereelor• AdddI petmonent wooing of the °VN01 11N01vte Is the wsponsteaty of the buliding cletlgn94, Poi t7eneiol outdone, teootdno ragrlgpiyn, qualty eonttol, stoldoe, delvety, *faction end bracing. consult GISMO Dually Standard, 01149 Itaalna Specification, and His.ot . MITok Industtiea trio. Handling tnstatltnq end 1ro01nq Recommendetlon avalable 110m TAM Mote Irutttule, 583 D'Onoflta DIN*, Madbon, WI 33719, s • This is to confirm our supplemental verbal consultations and recommendations for the subject development provided to LDG Architects and Shutler Consulting Engineers in August 1994. • We we're. informed that the slab loads would be about 125 psf LL and 50 psf DL. Based on these values we recommended that at least 3 feet of pre -load surcharge fill 'should be placed over an area • extending 5 feet beyond the slab perimeter. • Subgrade settlements due to the pre -load fill should be monitored as recommended ,. in our June 3, 1994 report and pile foundations should not be installed until primary ;, settlements are complete. { Based on discussions with Brian Trapp of Shutler Consulting Engineers, we understand that due to cost considerations, battered piles will not be used for lateral } support of the structure. Lateral forces will be transferred through slab friction to the structural fill subgrade. We recommend that the slab friction coefficient be limited to 0.3 for dynamic lateral design. You should be aware that there will likely be damage to the slab -on -grade floor if ' the site 'experiences earthquake ground shaking sufficient to cause liquefaction of - the subsoils. We estimate that the site in general could experience additional vertical settlements on the order of .2 to 6 inches if wide spread liquefaction occurs. The recommended pile foundations are expected to limit seismic settlements of the building . frame (for, . accelerations of 0.2g or less) but significant settlement and • damage will likely be experienced by the slab. The slab should have adequate 2- way reinforcing to help reduce the potential damage, We also recommend the use of flexible utility connections to the structure to reduce the potential for damage to utilities due to differential settlements between the structure and surroundin ECEVED ' , ground. • . CI TY OF TUKWILA , PIT 3 i 1995 P.O,Box.276, Issaquah, WA 98027 -0276 • Phone: (206) 391 -4228 Fax. (206) 391 2 8 ENTER .. ; I ' f C. . , Project NO 93- 118 -02 Page 2 • GEOSPECTRUM CONSULTANTS, INC. • r ett s ' I i i J ti j 1 { , � ,5a, j ` { ` k y 4 ! `4 ''�� � 7 ', • + • ` }�� i 'r' .I • • r • . ., + ', :, F 4 Y ,�9 'h �7 rr ' t� cki1y�l,n �.`. � , ..: " � r %� I' ,•. .....4 • , 41q , ,1;-.:',1 Gec techr /co/ Er ccrir g' Eorth Scier RECEIVED Jul. 2 4 1995 June 3, 1994 ROBERT FOSSATTI ASSOC. Southcenter Golf Inc. c/o Karl A Schmiedeskamp P.O. Box 623 Woodinville, WA 98072 SUBJECT: PHASE II GEOTECHNICAL EVALUATION Proposed Driving Range Development 181st Street & 57th Avenue South Tukwila, Washington Project 93- 118 -02 Dear Karl, This report presents the results of our Phase II geotechnical evaluation of the subject proposed Driving Range development. The purpose of our work was to develop design recommendations for pile support of the proposed structure and general site' grading. Our work was performed in accordance with the scope and conditions or our proposal dated May 19, 1994, We have previously performed explorations of the site as documented in our report dated . April .29, 1993. Subsurface information developed in our previous explorations was reviewed and utilized in our current site evaluation. We have been provided copies of the final site development plan and general building plans and elevations prepared by Calvin Jordan Associates, Inc. which were used as references for our evaluations and recommendations. We understand . that most of the developed area of the site (excluding the actual driving range field) will be filled to about elevation 28 feet, Fill depths will range from about 6 feet at 1. the west side to about 2 feet at the east side of the site. The proposed building will be a two story wood -frame structure about 280 by 30 feet in plan dimensions. A two -level deck on the north side of the building will support 60 covered driving stations. The area south of the building will be used for parking, putting greens and a detention pond. Based on our discussions with the project structural engineer we understand that no structural load information is available.at this time. For the purpose of our evaluations we have assumed that maximum column loads will be on the order of 45 kips and bearing wall loads will be on the order of 2 klf. If actual structural Ioad$,Ec :WEG exceed the above values by more than 25 %, this office should be notified. CITY OF TUKWILA AUG 3 1 1995 P, O. Box 276, Issaquah, WA 98027 -0276 • Phone: (206) 391 -4228 Fax. (206) 39 T 4 Rz 8CENTER a ' • Southcenter Golf Inc. June 3, 1994 SCOPE OF WORK Our scope of work included review of our previous exploration data, additional subsurface exploration, soil sampling, laboratory testing, engineering analyses, client consultation, and the preparation of this report. The scope of work included the following specific tasks: • o Subsurface exploration included two borings (B -4 and B -5) drilled in the east half of the proposed building site to depths ranging from 34 to 39 feet. The • borings were drilled using a special trailer- mounted hollow stem auger drill rig equipped for soil sampling. o Subsurface conditions encountered in the borings were continuously logged at the time of drilling. Standard Penetration Test samples were obtained at frequent intervals in the borings. o Laboratory testing of selected 'soil samples were performed including moisture determinations and classification tests. o Geotechnical evaluations and analyses of the combined previous and new subsurface data were performed to develop recommendations for pile foundation design and site grading and support of floor slabs and pavement. o Prepared this geotechnical report summarizing our findings and recommendations. SITE CONDITIONS Subsurface explorations included the three previous borings (B -1, B -2 and B -3) drilled to depths ranging from 12 to 36 feet and the current borings (B -4 and B -5) to depths of 39 and 34 feet respectively. Borings B -4 and B -5 were terminated due to drilling conditions which prevented further sampling at their maximum depths.' The approximate boring locations are shown on the attached Figure 1. Subsoils encountered at both the current and previous boring locations generally consisted of a surface layer of sand, underlain by silt and peat deposits with occasional sand lenses. Below the silt /peat deposits we encountered non - organic soil deposits which graded from fine sand and silty sand to 'medium grained clean sand at the maximum depths of the borings (30 to 39 feet). Detailed logs of the borings are presented in Appendix A. The surface sand deposits were generally loose and ranged from about 2.7 to 7.5 feet thick. The underlying silt and peat deposits were very soft to soft and extended to depths ranging from about 20 to 22.5 feet below the surface. The deeper, sand soils ranged from loose near the top of that strata to medium dense at depths below about 25 to 30 feet. • Project No. 93- 118 -02 0 Page 2 tt Southcenter Golf Inc. June 3, 1994 SITE EVALUATION General Evaluation The site lies within the flood plain of the Green River. In our opinion the surface sand deposit is likely fill soils. The underlying soils appear to be natural alluvial deposits from the meandering channel of the Green River which were laid down since the retreat of the last glacial advance into Puget Sound some 13,000 years ago. The alluvial deposits encountered included shallow compressible soils • including loose sands, soft silts and peaty soils underlain by medium dense sand soils at depths of about 20 to 22.5 feet. The upper compressible soil thickness appears to increase from east to west and the underlying sand soil strata also appears to slope down to the west. Ground water levels are expected to range from elevation 22 + feet in the winter months to at or below elevation 20 feet in the summer months. In our opinion the proposed site grading will result in significant surface settlement of the site. In addition as discussed below under "Seismic Considerations" it is our opinion that the shallow site subsoils will experience liquefaction under moderate to strong ground shaking. The effects of liquefaction could result in differential ground settlements and lateral ground movements. Settlement Considerations All of the areas of the site which will receive new fill are expected to undergo significant surface settlement. Settlement estimates range from about 1 or 2 inches in the east half of the site and up to about 6 to 12+ inches in the west half of the site. To reduce the risk of damage due to the static site settlements, development should be delayed as long as possible after placing the new fill soils to allow settlements to occur before construction. As a minimum all final development (foundations, paving, curbs, utilities, drainage systems etc.) which could be damaged or affected by settlement should be delayed at least until the primary settlement is completed. Due to the possibility of long , term settlements we recommend the use of flexible pavements for parking areas and sidewalks wherever possible. The time required for the primary surface settlement to occur is impossible to accurately predict based on our limited subsurface information. Settlement rates will depend on the available drainage paths within the complex interlayered upper compressible soils and they are likely to vary across the site. Based on the observed site conditions and our engineering judgment, the primary settlements are expected to occur within a time frame of as little as a few days to as much as a month or more following completion of the grading, (depending on drainage and the rate of fill placement). Monitoring of the surface settlements should be performed at several locations within the site to evaluate the progress of the surface settlement. Secondary settlements will occur over the long term but at a much slower rate and will diminish with time. Settlement considerations for the proposed structure include both static and seismic settlements. We recommend that the building footprint be pre - loaded with the new fill plus an additional soil load equal to twice the maximum slab load. Foundation construction should be delayed until at least the primary surface settlements due to the pre -load have occurred. The recommended site preloading and settlement Project No. 93- 118 -02 Page 3 Southcenter Golf Inc. June 3, 1994 monitoring will mitigate most of the static ground settlements, however, in our opinion preloading will not mitigate the potential for liquefaction under seismic shaking nor will it control the effects (settlements and /or lateral movement) of liquefaction. To mitigate the effects of shallow soil liquefaction the structural loads should be carried via deep foundations, to the deeper sand subsoils which are much less compressible and are expected to maintain foundation support during a moderate to large earthquake event (see "Seismic Considerations" below). Seismic Considerations The Puget Sound region is a seismically active area. About 14 moderate to large earthquakes (M5 to M7 +) have occurred in the Puget Sound and northwestern Cascades region since 1872 (122 years) and therefore it is likely that the site will experience significant earthquake ground shaking during its useful life. Secondary seismic hazards due to earthquake ground shaking include liquefaction, lateral spreading and slope failure. Liquefaction is a phenomenon in which typically loose or medium dense saturated sands or soft sandy silts temporarily lose strength during earthquake shaking due to densification and lack of drainage. Based on the information developed to date it is our opinion the potential for liquefaction at the site is moderate to high during strong earthquake shaking. Liquefaction is most likely to occur within the loose sand and silty sand deposits encountered to depths of 22+ feet below the existing grades. Liquefaction within the upper soils could occur even under low to moderate levels of ground shaking. Based on the Standard Penetration Tests performed during the explorations, our analyses indicate that the underlying medium dense sand soils should not experience liquefaction as a result of a moderate to large earthquake (M6.5) with peak ground surface accelerations at the site up to 0.2g. This level of ground acceleration is generally considered to have an average recurrence of about once per 100 years in the Puget Sound region. Liquefaction of the lower bearing sands could occur if site ground motion levels exceed 0.2g or during a great earthquake event (M7 to M8 +) such as has been postulated for the Cascadia Subduction Zone (CSZ) along the northwest Pacific coast of Oregon, Washington and Canada. The current risk of a future CSZ event is not known at this time. Published reports have indicated recurrence intervals for a CSZ event to range from as little as 100 -200 years to as long as 1000+ years and the time of the last event is reported to have been about 300 years ago. Mitigation of this risk would require that piles penetrate into dense to very dense strata at some greater depth than our deepest explorations. Based on our existing subsurface data we cannot predict at what depth such a strata exists. Additional, very deep borings would be required to determine the depth to very dense soils. Effects of liquefaction could include settlement of the site and /or the structure as well as lateral spreading and deformations which could result in damage to the development. Considering the generally flat lying topography in the site area and the setback from the slope to the west it is our opinion that risk damage from a slope failure during earthquake shaking is low. • Project No. 93- 118 -02 Page 4 Southcenter Golf Inc. June 3, 1994 Deep Foundation Systems Possible deep foundation systems discussed with the project designers included driven timber piles and augercast concrete piles. Properly constructed deep foundations will provide good structural support with static settlements on the order of 1/4 to 1/2 inch. Pile foundations bearing in the medium dense sands are expected to provide good support during moderate to large (M6.5) seismic events with site ground motions less than 0.2g. Considering the possibility of less competent soils below our maximum exploration depths, we recommend that pile tips be no deeper than elevation -7 feet (based on the site plan datum). If driven piles are selected, pre - drilling of the new fill may be required where new fill thickness is significant to evaluate and /or reduce the effects on driving resistance. RECOMMENDATIONS The following presents our recommendations for site settlement monitoring, pile foundations, site grading, retaining walls, drainage control, erosion control and observations and testing during construction. Site Settlement Monitoring We recommend that at least 11 surface settlement monuments be placed within the proposed filled area. Approximate recommended locations of the monuments are shown on Figure 3. A typical detail for a surface settlement monument is presented in Figure 4. The monument base plate should be established at or near the existing grade after stripping and compaction of the surficial loose and disturbed soils. The pipe stem should extend at least 3 to 4 feet above the maximum fill surface. Settlement monuments should be monitored by a licensed surveyor. Elevations of the monument base plates and the top of the riser pipe should be determined prior to placement of the fill. The elevations of the top of the riser pipe and fill surface at the monument location should be recorded at each reading. Any monument that is damaged by equipment or vandalism should be removed and replaced as necessary and new elevations taken. Measurements should be taken 3 times a week during fill placement and the first week after completion of grading. Monument and fill elevation readings should be forwarded immediately to our office for evaluation. Based on review of the settlement data, reading frequency may be reduced but should be at least once a week until completion of the primary settlement. The bench mark elevation reference point should be located on dense natural soils within the west slope area west of the drainage ditch. If a secondary reference point is needed within the site area it should be at least 300 feet from the edge of the graded area. The bench mark elevation should be checked against a regional bench mark before and after the monitoring program. Driven Timber Pile Foundations We have assumed that the timber piles will have a 12" diameter butt tapering to a 8" tip over a 35 foot length. We recommend that design be based on a pile tip elevation of -7 feet (based on the site plan datum). Recommended allowable single pile downward capacity for a pile tipped at -7 feet elevation is 24 kips. • Y Project No. 93-118-02 Page 5 Southcenter Golf Inc. June 3, 1994 Recommended allowable single pile uplift capacity for a pile tipped at -7 feet elevation is 8 kips. The allowable capacities should be used for both static and dynamic loading conditions. Allowable capacities were based on static calculations using material properties consistent with the observed subsoil conditions and assumes that soil settlement due to site grading is complete prior to pile installation. Spacing between pile centers should be dimensioned at least 2.5 times the pile diameter. Pile capacities should be verified by actual driving conditions encountered in the field. All pile driving should be performed under observation by our office. Dynamic driving criteria will be based on actual hammer and pile characteristics when they are known. At least 4 test piles should be driven prior to production driving. Pre - drilling of the new fill layer may be required at least for test piles to determine the effect on driving resistance and possibly for production piles in the western half of the site. If pile foundations are designed in accordance with the 'recommendations given above, the settlement of a single isolated pile is estimated to be in the range of 1/4 to 1/2 inch for loads up to 24 kips. Due to liquefaction potential of the shallow subsoils no lateral capacity should be assumed for seismic loading conditions. Lateral support for . : seismic design should be provided by battered piles. Augercast Piles We recommend that augercast pile design be based on pile tip elevation of -7 feet (based on the site plan datum). Recommended allowable single pile downward capacity for an 18 -inch diameter pile tipped at -7 feet elevation is 46 kips. Recommended allowable single pile uplift capacity for an 18 -inch diameter pile tipped at -7 feet elevation is 12 kips. The allowable capacities should be used for both static and dynamic loading conditions. Allowable capacities are based on static calculations using material properties consistent with the observed subsoil conditions and assumes that soil settlement due to site grading is complete prior to pile installation. Spacing between pile centers should be dimensioned' at least 2.5 times the pile diameter. Piles less than 5 diameters apart should not be drilled until the adjacent pile(s) is at least 12 hours old. If pile foundations are designed in accordance with the recommendations given above, the settlement of a single isolated pile is estimated to be in the range of 1/4 to 1/2 inch for loads up to 46 kips. Due to liquefaction potential of the shallow subsoils no lateral capacity should be assumed for seismic loading conditions. Lateral support for seismic design should be provided by battered piles. Site Grading Site grading is expected to consist primarily of fill placement to raise site grades, subgrade preparation for pavements and slabs and backfill of retaining walls and utility trenches. Imported soils for general structural fill placement should be Project No. 93- 118 -02 Page 6 Southcenter Golf Inc. June 3, 1994 granular with less than about 25 percent fines. Backfill for retaining walls will require the use of clean free draining imported granular soils. Recommended specifications for placement and compaction of fill are presented in Appendix B. Recommendations for site preparation, temporary excavations, structural fill, and subgrade preparation are presented below. Site Pre aration: Existing vegetation and debris should be stripped from the areas that are to be graded. Vegetation, debris and trash, plus rocks and rubble over 6 inches in size, should be removed from the site. A representative of our office should observe the prepared areas prior to placement of any new fills. Temporary Excavations: Sloped temporary construction excavations may be used where planned excavation limits will not interfere with other construction. ' It is our opinion that excavations above the water table in existing soils should be made no steeper than 1 :1 (h:v). Excavations within new structural fill can be made vertically to 4 feet but deeper excavations (above the water table) should be sloped no steeper than 1:1 (h:v). Where there is not enough room for sloped excavations, shoring should be provided. It should be noted that the contractor is responsible for maintaining safe construction excavations. uctur Fill: General structural fill should consist of approved imported granular (sand and gravel) fill free of organic debris and other deleterious material with no more than 20 percent fines. Imported granular soil for retaining wall backfill and subgrade preparation should consist of clean, well - graded sand and gravel materials free of organic debris and other deleterious material and should satisfy the following gradation requirements. U.S. Standard Percent Passing Sieve Size by Dry Weight 3/4 inch 50 -100 • No.4 25 -65 No. 10 10 - 50 No.40 .0 -20 •. No. 200 0 - 3 Structural fill should be placed and compacted in accordance with the recommended specifications of Appendix B. General structural fill and backfill should be compacted to at least 90% of the ASTM D1557 -91 maximum dry density. Depending on the amount of stripping and height of ground water levels at the time of grading it may be difficult to achieve adequate compaction of the initial fill layer due to wet /soft conditions. This condition would most likely occur in the western half of the site. If wet /soft conditions are exposed a layer of quarry spalls should be placed to provide a more firm base upon which to place the remaining fill. Granular backfill for retaining walls and footings or drains should be capped with 6 inches of compacted onsite silty soils to reduce surface water infiltration. Subgrade Preparation: Pavements and concrete slabs -on -grade should be supported by a minimum 12 -inch thickness of imported clean free draining granular structural fill over general structural fill. The 12 -inch layer of clean structural fill should be properly compacted to at least 95 percent of the, ASTM D1557 -91 maximum dry density. All fill in subgrade areas should be placed in accordance Project No. 93- 118 -02 Page 7 • Southcenter Golf Inc. June 3, 1994 with the recommended specifications set forth in Appendix B. Concrete slabs and pavements should have 2 -way reinforcement and should have frequent construction joints to reduce the potential for cracking. Slabs -on -grade within the pile supported structure should be structurally separate from the pile /grade beam system. Retaining Walls Cantilevered retaining walls as referred to in this report are walls which yield or move outward during and after backfilling. Actual wall movements will depend on the wall design and method of backfilling and can range from 0.1% to 0.2% of the wall height. Design pressures for cantilevered walls given below assume that the top of the wall will deflect at least 0.15% of the wall height. Static design of permanent cantilevered retaining walls which support a horizontal surface of properly compacted clean free - draining granular material may be based on an equivalent fluid density of 30 pcf. This pressure assumes that there is no water pressure behind the wall. A uniform lateral pressure due to backfill surcharge should be computed using a coefficient of 0.25 times the uniform vertical surcharge load. Static design of walls structurally restrained to limit deflections to less than 0.15% of wall height should be based on an equivalent fluid density of 55 pcf. This pressure assumes that the wall supports a horizontal backfill of properly compacted free - draining granular material and that there is no water pressure behind the wall. Uniform lateral pressure due to a uniform vertical surcharge behind a braced wall should be computed using a coefficient of 0.45 times the uniform vertical surcharge load. Care should be exercised in compacting backfill against retaining walls. Heavy equipment should not approach retaining walls close enough to intrude within a 1:1 line drawn upward from the bottom of the wall. Backfill close to walls should be placed and compacted with hand - operated equipment. Recommendations for placement and compaction of structural fill are presented under "Earthwork ". Design wall pressures given above assume no water pressure behind the walls. We recommend that an adequate drain system be provided at the base of all retaining walls. As a minimum, wall drains should consist of a four -inch diameter perforated PVC drain pipe placed in at least one cubic foot of drain gravel per lineal foot along the base of the wall. Drain gravel should be washed material with particle sizes in the range of 3/4 to 1 -1/2 inches. Free- draining granular fill used for backfill of retaining walls should be capped with paving or 12 inches of general fill soils to reduce surface water infiltration. Seismic design of retaining walls should include a dynamic soil loading based on a 0.2g 100 -year recurrence ground motion level . Dynamic soil pressure should be assumed to have an inverted triangular distribution. The dynamic soil pressure at the top of the wall should be at least 18H (psf) where H is the height of the wall above the footing base. The dynamic soil pressure should diminish linearly to zero at the base of the'wall. Combined static plus dynamic soil pressure should be used for seismic design of the walls. Project No. 93- 118 -02 Page 8 • • i r Southcenter Golf Inc. June 3, 1994 1 f Site Drainage ? Adequate positive drainage should be provided away from the structure and on the I site in general to prevent water from ponding. A desirable slope for surface ! drainage is 2% in landscaped areas and 1% in paved areas.Discharge from roof drains and other site drains should be tightlined to the storm drain system. Erosion Control Onsite materials and imported fill soils are expected to be moderately erodible when exposed in stockpiles or fill areas. Siltation fences or other detention devices should be provided as required to control the transport of eroded material. Exposed soil areas should be planted as soon as practical with grass to help reduce erosion potential. 1 Observations and Testing During Construction Foundation recommendations given in this report are based on the assumption that all settlements due to new fill placement will be complete prior to foundation construction. Site settlement monitoring should be performed and reviewed by our office to verify settlement completion. Installation of all pile foundations should be observed by a representative of our office to verify pile tip elevations and dynamic driving criteria of driven piles. All structural fill areas should be observed by a representative of this office after stripping and prior to placing fill. Proper fill placement and compaction should be verified with field and laboratory density testing by our office. CLOSURE This report was prepared for specific application to the subject site and for the exclusive use of Southcenter Golf Inc. and their representatives. The findings and conclusions of this report were prepared with the skill and care ordinarily exercised by local members of the geotechnical profession practicing under similar conditions in the same locality. We make no other warranty, either express or implied. 4 Variations may exist in site conditions between those described in this report and 4 actual conditions encountered during construction. Unanticipated subsurface conditions commonly occur and cannot be prevented by merely making explorations and performing reconnaissance. Such unexpected conditions frequently require additional expenditures to achieve a properly constructed projDpect. L { Respectfully submitted, GEOSPECTRUMI O NSULTANTS, INC. : � ; , \ T - 0444/(A ' 0 ♦ - 4' ti �1c ?) James A. Doolitt - V A = ''tt 1;1� ' .. , I i Principal Engineer �; i e" Encl: Figures 1 through 4 �'� 'ti 418. , . Appendices A and B , 23623 0 ' ,< Dist; tiABG Architects �" N (EXPIRES 3/19/ % 1 il Project No. 93- 118 -02 . 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Qa , ,,, .........._, • . 46 7 1 r "..1 • 4 1 .\ ,... _ ' • . ° I ',I— •.*. .4 ' ' :., 40401/ f ,.../.1 ' , ---- . , " Ili ... . ). ---, ,..-y ....... 1• \. .01(4... ..._, ..1 .. . ■ i / , 4 vc, . . i'. • f : Aro ‘..r, . , 2 w • i . /O r I ii ..•••••-•••• ) ''',. ' 1.. . I t Ae * : /Sir %-Th'• . , I.. 5 i . 0 : •■ •• , It Pilritkat - i . . .. • N . , I .• Ref: Geologic Map of Seattle and Vicinity Prepared by Waldron et al. dated 1962,TIUSGS SCALE: 1" = 2640' . ., • : • , . . .. SITE VICINITY GEOLOGIC MAP ., .• • . . . • k • . ' Proposed Driying Range ;, GEOSPECTRUM CONSULTANTS INC. 1 181st Street & 57th Avenue South C . assuestisms---..,k.:„ww4Nmipimemom..we, Tukwila, Washington x. ---- Xi. Oda orochnIcral EnolnoporIng and Earth Sal4anaos Prof, N0,93-118 Date 6/94 Figure ,., .,_ • • Gef .-V- li,'- •-••'-'. ...,' . •' .. __-__- I - - � rl y •, �.N :> fr;CV y ' . � ETA /N / /VG" - - -- + sss 3. N t t k 741 ..0.7 :4.e. 1.;1". — - - - -- "t � , .� 4 '' ', >� -, \ 1 . S .,-. ,-- .. .. .' 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't'' SO(JTN,C% E12 P,. uC/Y.•'' �� } , SIT PLAN • . - Propo Driving Range GEOSPECTRUM CONSULTANTS, INC. 181st Street & 57th Ave. South Ref: Site Plan prepared by Calvin Jo Associates, Inc. . *- - •; tf ;; = y -�.:. `. A kwila, Washington dated 1/12/94, SCALE: 1° = 60' 000roon. 1, =atEnco-looa+.00nctECrr -.,00, Proj. No. 93 -118 Date . 6/44 [Figure 2 • 11 317 _ HUNTED OR NO. 1000,. CLLV N,...O• - - -- • NOTE. 4 � ! L • �. o :.:i..:r.:..:n,: 3" t;�' i, � '�1 = ••y, . • - Indicates Approximate location (�' .• " ;t ' :_,....----:3 t , �,% �r � � =� of - Recommended Settlement : 't , \ �_= _ . � - ���� ' ' Monitoring M onuments R .. t ' . y �` _S r Y = �%'� -- • . _••�� �` - -:v. " - .1 il. -'; � - . —rte - _ 3 .4ry t, 1 %..I.,' ., �. 1: 7r :ter_ �� TErA/Nl ••••-.* - ( tt y > .: : .. - a'4.;` +. `. }, 1 ; %.1Cu lt' -t tt � • � / - : - .. l . • .• : , - , ;• cr • ���� ' �¢ � .„.,,:,:....,,,../.: G.: Qf.... '. - .--- : ' 6 % . .. • . - Att,...1 r / k � ` ` t v �{`'( ;�` :: 4 / I �� c\ cwFxED = i ce ° _ .� ,d j ' F.T . ' � t • i s ., .; : "1t:,, t / " �: \ \r' - j t.G N.vv ByTRY ",`, j -, ; , f '. . -� (B i or•Ti I • __ • ( . - "�, 3 / - T: ., r / r' /! ; • 1 -_` �a . � _� 2 , , • 0 32t ;ii. •.t 5 . ~ \ a/ /�,` _v I L LL= i '' � i a y � � � . .+ � r ;` • ': a �P��v; '�R` I rf .. _ sa ti "V ..o �. . . 1 p. P ; C4 %ii r Sr i . etTc rn ` - / as T ozat ". P ' GF n T J I - • 0 - ���---' - — • /: .. iprivi0 t-T 4' E 1CO.LV, P.ANS/i�.. -I' c'n�E W�FD. G.a• -r5 inn+ � • .. ". •:. ' • : ' .50(JT/ -/.CC %x/7: ::17ia)eKW,4Y _ -- ■ av t:v4 _ • • RECOMMENDED SETTLEMENT MONUMENT LOCATIONS Proposed Driving Range . GEOSPECTRUM CONSULTANTS, INC 181st street & 57th Ave. South Ref: Site Plan prepared by Calvin Jordan and Associates, Inc. f! "i fi 1 ° Tukwila, Washington dated 1/12/94, SCALE „ _ 1 60' orocnr rcor En a i p o m uonom rnoor on For s' 1 o • ' Proj. tJo.93 -178 Date 6/94 Figure 3 • • it 1 1T •RwhID On NO. 1000., CtlMM,NT. • :. y .; : -, 'i "•" r ,.n .. .,,,,,»,:, t.K. a:•isryq arnrKV,, ...r, 5P 4 . • 2 di a. Steel Pipe 1 3' to 4' Min. 1' Min ix' Final Grade Coupling (wrench tightened at each joint) . Coupling Welded to Plate • 12' dia. PVC Guard Pipe ELEVATION .hy i 1 / 4 ' Steel Plate 3'Min. Steel Plate PLAN 3 Mina � iR ■ . - ' PVC Guard. Pipe TYPICAL SETTLEMENT MONUMENT DETAIL Proposed Driving Range GEOSPECTRUM CONSULTANTS, !NC. 181st Street & 87th Ave. South '.: % . :: ' ;<: <. < f Tukwila Washington GOOtoohn / cal Enp/noor/ng and Earth Sclona Proj, No. 93 -1181 Date 6/94 Figure 4 nn.i,i ".r S ".(Ya ♦i .:.h1r r rt Y • • • APPENDIX A FIELD EXPLORATION Our field exploration included a subsurface drilling program. Test borings were advanced using a trailer- mounted, hollow stem auger drilling machine equipped for soil sampling. The borings were approximately located using existing features as guide. Elevations at the boring locations were estimated from the site plan provided to us. Soils were continuously logged by our personnel and were classified in the field by visual examination, in accordance with the ASTM Soil Classification system. Field descriptions have been modified, where appropriate, to reflect laboratory test results. Standard Penetration Tests (SPT) were performed in the borings using a standard (1,4 -inch inside diameter, 2 -inch outside diameter) split spoon sampler and 140- pound driving hammer falling 30 inches. Blow counts for each 6- inches of penetration were recorded in the field. The number of blows required to advance the sampler from 6 inches to 18 inches of penetration is the "N" value of the SPT shown on the boring summary sheets. Logs of the borings are presented in the boring summary sheets A -1 through A -6. The boring summaries include descriptions of the soils, pertinent field data and supplementary laboratory data. • , Proj. No. 93 -118 Date 6/94 Figure A -1 • • _ ... .. .. ..... . _. _.. .. .._...., :" "! t"&i `.m;.ti'•F�•yoa { °:SAC', ?;!h?Y.ii:k:tn: -. !'ft' 'a. • t BORING NO. B -2 Logged By RSN • Date 4/23/93 • ELEV. 24± • p N Depth US • Soil Description Blows (ft.) CS Ft. ( %} 0 SM Topsoil loose vY dk brown. moist 2 21= 6 12"/c7 rec SP Sand, fine- medium Wet gray = hrs'wn 2 6" rec. 5 Pr Silt with organics & peat soft gray & 2 49.4 18" rec. gray brow i 1 18" rec. 2 24" rec. 10 peat , • hrnwn sand lenses gray 1 116,4 24" rec. PT Peat brn & b1k Maximum depth 12.0 feet. Ground water encountered at 1.5 feet. • 15 20 • ' W 25 • 30 l • 35 BORING LOG GEOSPECTRUM .CONSULTANTS, INC. Proposed ]?riving Range 4 ..::..; � Y . ,,: ;� :.• 181st Street & 57th Avenue South COy4� l � '. '/�4��•S+SF.r{�:��x�;��:: <:� �• x> � � ,�,• �. ,.� � .�:l�x Tukwila, Washington �. Gootochnlcal Enpinooring and Earth Scloncoa _ Proj. No. 93 -118 Date . 61 Figure A -2 • . ,, . , .. . . . BORING NO. B-3 Logged By RSN Date 4/23/93 ELEV. 26± . Depth US (N) i Soil Description Blows f tom • Ft. .` ' 0 SM Topsoil loose moist to dk brown — - i'/Svl Sand, fine/ Silty Sand vy moist gray 77 - wet brown & - red _ . brown _ 5 . 2 34.E — i 11 Pr very gray soft . _ Silt with otljanics and 10 peat and ocd. decayed gray 1.5 67.0 -- ; , wood fragments .and .. = brown _ 1 to 1/8". & _ dark _ brown _ ( • . 15 ML Silt soft gray 2 70.1 _ I _ 1 --- --- -- --- -- .-- -- — __ _ _ . _ 1 si Sandy Silt/Very Fine Silty firm/ gray to Sand loose* • gray 20 brown 8 38.5 _ • _ . . , SM medium _ Silty Fine Sand dense _ 25 ' 12 30.5 — black,red _ SP/Sa • & white , Sand, fine to medium mottled i 30 . particles 25 20.4 -- - Maximum depth 30.5 feet. _ . _ Ground water encountered .t 1.5 feet. • - 35 S _ • . BORING LOG GEOSPECTRUM CONSULTANTS, INC Proposed Diving Range 181st Street & 57th Avenue South ONSSIONIMINIMINSECEn Tukwila, Washington il ....7catochnical Ernoino.orlriC7 Ca ri ci Ecrth Sek)ncos Proj. No93-118 Date 0/94 Figure A-3 P • 1 I .. .. . '. .., .. .t. ., .. . dY. . ..:.(.ry} <'c., ":..,... ri .,..., „........ „... .. ........, w.«........,: xiR:` e ii,.m o �.wY"x . pe1" "!7F3°,.n BORING NO. 4 • Logged By JAD Date 5/20/94 • ELEV. 25.8'± ' N Depth CS Soil Description Blows ' eh) Ft. 0 — SP Sand loose very dark - moist brown ? 7 ?•--- - - ML Silt soft _ 5 SP Sand, fine to medium loose wet dark , 2 36.6 Q . brown & - red - brown - - 10 -- M'/ Silt w /peat .lenses soft • PT 0 0/.0 _ SP/ Sand, fine to medium loose _ SM ? 7 _ - , -P'. Silt with_peat stringers soft • _ - 15 __ SP Sand tense fine .loose _ 1 64.7 21,/F2 Silt with peat stringers soft 139.: - _ PT Peat ' black _ ? ? . ? ' 20 - ^ ML Silt dark ' 4 46.6 - SP Sand, fine loose brown & ■ dark . gray ■ 25 — - 30 0 :.2 _ Sand, fine to medium dense dark gry - to black - 30 — Sand, medium medium ?0 26.2 dense 35 • Sand, medium m. dense 23 23.6 _ • BORING LOG GEOSPECTRUM „CONSULTANTS, INC. Proposed Driving Range ; ;; F ;¢: ?k1111 .cYO�4l .t.s.��; :;� E f 181st Street & 57th Avenue South f7.�;'Y <iif.!Sn .. �' ; 1` ��'.` n�' cai�� 'SSiii��ac¢��b53,Y£'� ".�� \``2. �.:it:� !� .,,x ''h' {H ° "'�°'`� ``' ' Tukwila, Washington Cv ootochnlCal Enpinooring and Ec ., rth cloncoa Proj. No.93 -118 Date 6/94 Figure A -4 • ,....Y,,,.. e; , .'r:`..; "A „N"r7F +n/e/ t}FK;/ t ".4 F'v: v: rrri•ra ,:-.. BORING NO 4 (cont, Logged By JAD Date 5/20/94 ELEV. 25.8'± Depth N ( e p th CS Soil Description Blows o ) F . 35— Sand, medium medium dark 23 23.E — dense gray - with red - flecks 40— — Maximum depth 39.0 feet. Heave to 36.0 feet. (Terminated due to heave.) - Groundwater level @ 5.0 feet after pulling auger. 45 — 50 — — { 55 — 60 — { 65 -- — 70 BORING LOG GEOSPECTRUM CONSULTANTS, INC. Proposed Driving Range 181st Street & 57th Avenue South : <; + ••y s e• ; n•:.f;. ;: >. .'tf4:5 N, Vii, o .K h a;�:<.ak #:4rc# :.•s#%..s } :. °fY Tukwila, Washington Goatochnlcol Enpinoorin0 and Earth Sc /oncos Proj. No. 93 -118 Date 6/94 Figure A -5 • • • • • • ti BORING NO. 5 • Logged By JAD • Date 5/20/94 ELEV. 24.9'± • P N Depth US Soil Description Blows tom • Ft. • very • 0 — SP Sand, fine loose moist •dark brown • • 5 --- Silt tense wet T. -- . 2 23 . Silt: lense with peat . grry .& blk : 75. 10 — PT Peat soft dk brown 1 354. – - and back•. ? ?— • 15 - Pr Silt with Peat & 3 100. 46.6 20 -- 3 --ML Sandy Fine Silt gray • 25 -- SP Sand, very •,fine medium clack 21 26.5 — dense gray. • 30 — Sand, medium, wood to 6 ". dark 23 28.0 gray W4 red • – • flecks• • 35 — . Makinii. m depth 34.0 feet. 'leave to ;. 0.0 feet . Groundwat ar at 4.5 et . – BORING LOG GEOSPECTRUM CONSULTANTS, INC. • Proposed Driving Range 181st Street & 57th Ave. South .'+.afhu!ntta >.or kh .y.Rt 0:"K #'. ° 'o d HJ, tt >`.fA �.£:: \:..�L a�' •,., Tukwila, Washington Gootochn /c o/ En0/no■llna ono' Earth Sclonco$ Proj. No, 93 - Date 6/94 Figure A -6 { r 6 P o S,f L • C wo s So v <FF cerc P k w4 Fo/Z .5'eydghG ) . M -4 �c eit / f'6i o b S' o z i r'o 774 c 1. ne-72. Pelee o `� C cos v(,e- Pm <o wau e F#o, ' PUBLIC WORKS IL mod �• ( \ J I / ,, •e'i ". • it • 111 I • ..14,Z,..,:. Se, •(i /lN \IIN /\ n ' nrw r l , U 1 i w. 1 ° •' • ` •:'') Y � or.. I °AM. 4011'(111( AN`% < / . .._ I: ' . ` • , ••. •_\ 7 1 r - l'. 1 (•••:.:.:,....... 1 , `. I » ;; 4 N I/ ' U, �[iJt` \ 1 1 ,. ir!° \ -• I � '111 ... / , NI M Vt., .4M. Ml lJ .i 1 ,/ e •• / yt °f. ° w i / �`� 7 . l. .. J, r • r' I %MM., M fArNOLR OUNLIeNry i 'i 1' ' " I `••�. zy. .- »Nlf�,':t�i ■ Ir ..ngHIRU MuN I _ EOA, n.. e,l I • jl�rr � � ' .. '� /� \ ,; , 1 1 / _. .PAR OR ''''':.:•...•";:1:::.;/ w p / / aar ` / I ,Ir " l' x � _ I' / 0 f'; i - � I I ,' NI ,.g NI NN�N I / 1 •' fUNO[ A1RNIl ►NO SC NULNYALHI(N r C •� "1111 _ J A.r1 A t. d(NWN VJIO NNI(rg1 4 • ' � t • 1 Wy I , 21� _S • ° 1 1 /, A, , 2. 441 A •_.. •,�Q l _ , e l /,.,.. ,131,(i. z •7 `J. I 1 '4It a I 'U M W.... �I� !(0AlI 10 :A ~ 3 A 7 N .l • 1 / I/ Il /I JI 11 ✓, q I /M/ • _ s_L_lsr_ P are a !/ u m • \...‘" rl,l•t , ,P) 1, HI - „Jf -- s- / { r. / �, 4 �'-'�• �1 Gov 1 Lot U J ^ '' / � I N � °tdl 0 34.70 Acre's 1 .t /V / 0111 4 / 1 f 0 v .r /±Y ,'Jlor / O 0 v N(AMAN yG110GN NIGp 3.Q ...... 0,14,...... 4114 I.' , • 0 0 tr 0 it -ram L^/ ' , / / INA ' A II\A10 SI GIL ,y /c. ' A ' P,IR i �� -.L ` Nlh ht / /". . • NC ' 7�� 1 • \ L NNIO' ( /r�IS ' • RINA l M,1114 Al 1.Al1 / / / /// j ,. • •• •••• • ` •I / 1 , / ` '' ,. • \\ .., Fc ,A•Gc s °'�{ 0/C. . 2p E .•RIHl3: .,\ . M '' .../.......• ♦, P ...... ^ 1 1 ; -1 Jr \ r, Jr q Y ` ' DG— N SM /Nd n31 "�;' � I •• •. U SOUTHCENTER , \. . , , ,... Of, y . 1 4 + R ,1• < r ; ' A ' R , .0.40 Acres • r , tRACTR I t0 7a(•a0=01n b1an • . ' CORPORATE PAR .:$;..e....-‘..._.,,„,,.n ....(/ v/ 0n Q ''�,�GACI4 . I, o RECEIVED • ....•. . ....__ _ _x ° "�o .� ° O - . ! CITY OF TUK1l1(ILA -✓ o p r I �r o • � ' 4 � ^ ° o J ==� APR i 7 1996 .� . s R Ia °//yam° 41 lIGAIL INC I y' 3 --:-.4.. • Cpg0 l ' r-10.,. . ` S I O U !u A ' //J 41/// c 7tE oo IT CENTER ``° °. � 4 0!!111 .YNSL11 APR 71996 •..�op� 'r 1, h .• n . TUKWILA • \ _ 1 , L R , • N l{ l °WI 4 INlll R p t _ __.._ .. PUBLIC WORT t --.rel. > •: .!ti' ^"t.'Y::.'it't1.- `:.G.'.rr x.utcr taw:.xr. ..w,vw.. ,.....,......_.w....... ............... w+rs.' :PASY1m.NStYY,Kl3 "tYXMSKfIa:GYA # tM14`xFeFfKRftrnw + rwu ° City of Tukwila . John W Rants, Mayor , t = = Department of Public Works Ross A. Eamst, P. E., Director l '� 1908 • � NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: ,PUBLIC WORKS ENGINEERING DATE: April 19, 1996 SUBJECT: Tukwila Driving Range 18791 Southcenter Parkway Project No. PRE93 -026 Plan Check No. B95 -0221 Activity No. PW96 -0079 Contact Person: Mr. Chris T. Bennett Phone No. (206) 881 -7494 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON April 19, 1996: Permit Fee PW96 -0079 Street Use $ 20.00.-• Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. If any questions, please advice. JSS /jjs 5 Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 x,4 12:12 2062464064 FOSTER GOLF LINKS PAGE 02 MEMO Foster Golf Links City Of Tukwila Parks & Recreation Department DATE: 4 -19 -96 TO: Vernon Umetsu Chris Bennett FROM: Marty O'Brien SUBJECT: Southcenter Golf containment test Friday morning April 19th a test for golf ball containment at the second story level of Southcenter Golf was conducted. PGA Golf Professional Jim Bennett hit a variety of shots from several tee locations, as for my instructions. PGA Golf Professional Keith Williams also participated. All three Golf Professionals agreed that certain stalls need the following adjustment before open to the public: 1. The first six hitting stations (east net) a. Require the containment nets to be angled to the west. b. The hitting mats angled to the west. c. Another option would be to restrict the use of these tee, or eliminate the tees. 2. Station #7, #8, #9, #10, angle mats to the west. 3. Station #11 through #15 no problem. 4. Station #16, #17, #18, angle mats to the west 5. Station #19 through #30 no problem. Note: The mats that require angle to the west, must have some type anchor or guide, which prevents the customers from adjusting or moving the angle of the mats. The mats need not be permanently fixed in place. There will be no need for another test if the adjustments to the hitting stations are completed. Final approval will be granted after a walk through. Note: Walk through scheduled for Monday April 22nd. 4/ Herr GJA-LW) 7?(&i act Fg ()A A)) )) . At C. a t j YL�lvlverr T SA `fS oce 7'o 26'6 eC.7 h TA( W rzeisc $7it ( S - r O r 'cr' o 'r C'1 -/2,4 /`l ) s Y Gf < Foster Golf Links * 13500 Interurban Ave. S. Tukwila, Washington 98168 �- (206) 242-4222 1 O (-1> '? C/NAfGr' 7 ' <(fii ?" $ ;57 -;L( Ar o G-) f1 fFS O r U 15 r C--r To C i,'! • 7) R. / : cf P S G.) HI CH pCo I OArs 772.4 c/ cc e cP - 'ti Kz. c 6ev6fz. o 'ACc c.A Cc 6-es C P /So7?4 e'orlt.S . \-' t I CITY , ;' TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT FAX TRANSMITTAL FAX NUMBER: (206) 431 -3665 TO: r DATE: M 4iar( 0 z ' +/ C 7?C TITLE: FROM: COMPANY: TITLE: e 4 DEPARTMENT: DEPARTMENT: r + yF. fM »Y ///.... /:AYW ••, ::• +1 YMY.+.•• i% nA:S V M, iY// NANM> NY IXA::: A 4?> 1n' :!NiW /.MY,XY > , M: P5 , > . / / >:/?»Y /••• , /Y<. /lfll.:••5 Y > /INJJf.. Y•• H4—✓K4 /• , FAX NO. NUMBER OF PAGES SENT BY • � ,r �f / � TRANSMITrL D, IN i (INITIALS): 1 / '—i" ll (v THIIS COVER SHEET: {� c./l 1. : , ,,,, ,, . 4 , 1. {. .. .y MX N3: U 1// AN/// N1 NM? M' AWI M:, UN/, NMNM' fN MY“} NA H '/! hY>YN. N{!/^ Y /.: +AS ,,,,,,,,,, vsY.HY, / / ,,, ,, 'M4Y, 7 N/ / /^'N: / , . ,, , ,,, h'+AY ••••/+••, N•,.. Co K rA cam " " e' • ( So V' Av 0 Q b Y WfS - 1)0 /f,e S'aw(C l417 (Q 7 00 4 C't eG /CIS 4 73 O (c ,-- 1 5 r ,G /ffs Pe , 1).916" ' 43 1 -i c 7g, f ./ s Pd R Yo d 2 /-rte P, , E V:e. ":-...... , bf.91 r Y:i ''''y(47,'9 /,'" ',./”. '' !1/4 ',? 6,Y// , 7,Y;.,w<5:!h , r x!vU!54b/H , ?'!1.YCV /YA' ',,4'W Y,??Y 50' '''''.v!A." ".c'''',' /•fCN/MP 1::4Y:•.i:: r'''''' ' ' 4' ''''. .;' .e,' YYS'w+1 "`k.'97 "'' V'i'. "'''s, ' , IF THIS COMMUNICATION IS NOT s.. CLEARLY RECEIVED, PLEASE CALL: , s' , !, y %/ /% ,,,,, ;/ ,, — - ti:,g: ,, ---, i, .,,,,,,,, ,+:nr. - !, /l.?//'YS:t<v: , , -,,,,, – ,,,,,,,, , , /',,n p,.YU > ,, , , /,5 , , ,.,.:f l-4,, ...,... ..: t;` ,,c DEPARTMENT OF COMMUNITY DEVELOPMENT Office: (206) 431 -3670 6300 Southcenter Boulevard, Tukwila WA 98188 06/15/90 ,,i,. ., ,;f. :, ff 7L;4,«iiv,..'Sa.%, ,, t 5.,,V Sv\' , Y :‘,.',1 .. :i. j'm i%+ 3 f :. u :,em:°i Y.n:G «..,......,.....».» ...._ti....»...- ........ +a..w.. .n. vela! ixriYi'C Rii ,',tzr#Jkl+R`°2S',:rp`...nzema . ' t C C ,.. • ('4 \ \ City of Tukwila John W. Rants, Mayor .� O ii 0 ; •• 40 :, ":, D epartment of Community Development . Steve Lancaster, Director 1908 - . , • MEMORANDUM To: Joanna Spencer, Associate Engineer Public Works Dept. Marty O'Brien, Foster Golf Course Manager , From: Vernon Umetsu /..�., Date: 4/16/96 RE: B95 -0221: Southcenter Golf Ball Containment System Test. To minimize City liability during this test, please ensure that the applicant has completed the following prior to hitting balls: 1. Acquired and is implementing a street use permit. This should include a system to communicate between flaggers and the hitter about when it is safe to hit balls or send cars through. , 2. Sent staff to adjacent businesses to advise them of the ?>' test. Please note that ball testing should be sufficient to demonstrate the ball containment system's effectiveness for 1000 of all balls hit. Questions should be referred to me at 431 -3684. file:94 \tukgolf \golftst 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fay (206) 431'3665 C. = J �vJILA, i, City of Tukwila John Mayor • s ohn W. Rants, Ma or .. �� � •_ - Department of Community Development Steve Lancaster, Director 1908 March 29, 1996 Mr. Ed Linardic, Linardic Design Group Suite 260, 1319 Dexter Avenue, N. Seattle, WA 98109 RE: , 1195-0221and'0222 (Southcenter Golf, Inc.) Field Lighting. Dear Mr. Linardic: I have reviewed the ffurther information on field lighting which was submitted by Dell Armstrong at a meeting on March 28, 1996. This information is shown in the revision to building permit B95 -0222 of 3/28/96. The information indicates that the proposed system to shield field lighting satisfies SEPA, BAR and Conditional Use Permit . conditions regarding maximum light levels. Based on this, the current restriction on installation of field lighting is herewith removed. It should be noted that any complaints regarding lighting will require field confirmation that all City requirements are satisfied, and correction will be required of you as needed. I understand that Mr. Armstrong will be reviewing options for field testing the fabric shields and possibly increasing shield size to further minimize the possibility of complaints. Please contact me if I can be of additional help. Si c Yely, Vernon Umetsu 4111111110 Associate Planner cc: Lancaster / Pace / Bennett / Armstrong /Buy]: ,4'�'.�,`gk ?s; file :94 \tukgolf \bp2 • i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 11 4 /17 � , t City o f T u k w il a . , . �, John W. Rants, Mayor at 41D �:! F G I ° ; ' : 1; =; Department of Community Development Steve Lancaster, Director % I I ., 7'908 .. . March 24, 1996 Mr. Ed Linardic, Linardic Design Group Suite 260, 1319 Dexter Avenue, N. Seattle, WA 98109 RE: B95 -0221 and 0222 (Southcenter Golf, Inc.) Field Lighting. Dear Mr. Linardic: I have reviewed the information submitted by Soft Lighting. Based on this information, the Planning Division concludes that the proposed system for shielding field lighting could satisfy SEPA, BAR and Conditional Use Permit conditions regarding maximum light levels. This material currently satisfies the vertical light levels which are to minimize the light "halo" effect. However, I have become very concerned about previous assurances of no direct off -site illumination (e.g., direct bulb exposure to drivers along Southcenter Parkway and northerly properties whether vacant or not). A final determination will require a demonstration that the curtain shielding and any fixture shielding will eliminate direct exposure of the bulb beyond the property line along Southcenter Parkway and beyond the north property line. Demonstration of sufficient shielding will require a cross - section showing the cut -off line for the exposed bulb (as shielded at the fixture and by curtain screening) as being within the property line. All materials must be submitted,as revisions to the building permit. I will also incorporate their analyses into the permit. These actions will allow removal of the building permit condition limiting field light installation. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 41313665 ... .. , .., ... " ry... ..«..., ,...... ._... «... ,w .�., s ryc t , ...3.M+(.c•%ASw•!- •nr.4.. +xrcv YV>,.., .a...... B95 -0221 and 0222: Southcenter Golf, Inc. March 24, 1996 Page 2 Please note that any complaints regarding lighting will require field confirmation that all City requirements are satisfied, and correction as needed. Please contact me if I can be of additional help. Sincer ly, • { e of on Ume su Associate Planner cc: Lancaster/ Pace / Bennett /ArmstrongARa ding+ Ei ld. file :94 \tukgolf \bp2 .. .... aJJ,•t :'Jr.K`,lxyiX '.i < ev;irK•., +r, .. „.' MEMO FOR RECORD DATE: 3/20/96 1' FROM: Duane Griffin, Bldg Offl SUBJECT: Permit B95 -0221 - Southcenter Golf Driving Range I called Mike Baily, Linardic Design Group, in response to his letter dated March 12, 1996 regarding the locking of exit doors. I told him that I agreed that this is a unique type structure with exiting conditions not normal to building code requirements. I asked that he provide me with more specific information as to what type locks and where those locks will be located. I also suggested, and he agreed, that they would post signs stating that the doors were to remain unlocked during business hours. During our conversation I also mentioned to him that the building inspector had pointed out that the netting they plan to put up, out in front of the driving platform on the second floor, was only going to extend out 3 feet. I said that I didn't think that distance was adequate and I figured 6 feet would be more appropriate, which is the same dimension as the netting at the driving range located on Hwy 167 near Kent. Mr. Baily said he would have to discuss the issue with their people and would get back with me. Baily called me back about 30 minutes after our first conversation and said the contractor would provide me a cut sheet of the locks they were going to install and the location. He also said they were going to extend the net out to 6 feet, since that was the distance I had mentioned, and they will provide a change notice. I specifically asked him if extending the net out that far would have any adverse effect on hitting the ball from the lower level of the structure, and he said it shouldn't have any effect. 1 Atch LDG ltr, dtd 3/12/96 4 V' 1 . .,1 �.�: �.. ':k,., %.'�. .,Kt rVt ilxrr.•ro.,r.. - mad ,....r......•- ..._._......_ • • ia•V � h Jt`j ... .ID A R• C H I T• E' C' T''S • LINARDIC DESIGN GROUP _1319 DEXTER AVE, N. A SUITE 260 A SEATTLE, WA 98109 TELEPHONE A 206 -283 -4764 FAX A 206- 283 -1293 March 12,1996 Ms. Duane Griffin City of Tukwila 6300 Southcenter Blvd Tukwila, Wa. 98188 RE: B95 -0221 & B95 -0222 Southcenter Golf Driving Range Dear Duane, This letter is presented to justify our recommendations for having the second floor exit doors locked and not allow access to the exit corridors after business hours. 1. Section 3304 of the U.B.C. states that the exit doors shall be openable from the inside without the use of a key or any special knowlwdge or effort. The key word in that statment is inside, The hitting stations are outside, and therfore we believe that it dose not apply. 2. The code in our interpretation is written for a "enclosed building" by which the 031y means of egress is by the exit ways. This building is not the same, the entire north face is open to the environment. 3. Vandalism and malicious mischief to the unlocked stairwells could happen very easily, Vandals could very easily scale the underside of the north face and obtain access to the second level. If there are any questions please do not hesitate to call. Sincerely, L is Design Group /Architects Mike Bally MB:ib RECEIVED CITY OF TUKWILA MAR 1 3 1996 • PERMIT CENTER i * *REVISION SUBMITTAL ** RECEIVED CITY OF TUKWILA CIT RECEIVE WILA MAR 1 i 196 MAR . 3 1195 J PERMIT CENTER DATE: 1' l � PERMIT CEN PROJECT NAME: � --�` ADDRESS: { { CONTACT PERSON: ,c- PHONE: -- 2-e.) - ; ARCHITECT OR ENGINEER: 6-4 -c"‘. ' -1 '` PLAN CHECK /PERMIT NUMBER: ' TYPE OF REVISION: LAst- -E t z- l at (2. -r- r-eLs Pi\Q_ (1(24: 3 f5 SHEET NUMBER(S): "Cloud" or highlight all areas on the plans which have revisions and date the revisions. SUBMITTED TO: V.-V-X -C () • - a2.u - 0 K.! VA Z7(1 --Fk CITY OF TUKWILA - DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 (206) 431 -3665 (fax) (r� ... ,.r.... ..: ni.., ._i<.yt.. .k .6A\ :F { 2{,; ti :Y;,"i:r.;.! :;'.•srf:X4 «;.;:aac - .vas.,.., .. .,,.— w..: nw.<:. nwavrr, , rr.a,rs�rm5xrrmrnavrwe....w•. . ..�� & it vp ' �' City of Tukwila John W. Rants, Mayor if : 416.!./z* Department of Public Works Ross A. Earnst, P. E, Director 1 908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: December 13, 1995 SUBJECT: Tukwila Driving Range 18791 Southcenter Parkway Project No.: PRE94 -026 Plan Check No.: B95 -81 0221 Activity No. PW95 -0385, 0386 Contact Person: Mr. Edi Linardic Phone No.: (206) 283.4764 f THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON December 13, 1995: PERMIT FEE PW95 -0385 Curb Cut/Access /Sidewalk 25.00 PW95 -0386 Sewer Main Extension (f ' 049 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 433 -0179. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) air 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 :.:. ..5 :: :: : ..'t. ..:.. .rc'.. ., : ^ ^•.,a , n .. ,,. ..... .... ... .. .. .. .... .. ... .. .. ..._ .... ... ,...<.�. :awo-u ^snm+R2ts- ! ".,..n .nwr:r�+: <;r PN'�.r57C i 5 mow F, Memorandum DATE: December 7, 1995 TO: Vernon Umetsu, City of Tukwila FROM: Chris Bennett C16 RE: Lighting at Driving Range I understand that we have not presented to you a plan that meets the criteria established for our conditional use permit for range lighting. I realize the City has the authority to reject any plan presented by me that does not meet the established criteria. I will agree to not allow the lighting of the range if we do not come up with a plan acceptable to the City. (7‘ 24, SOUTHCENTER GOLF INC 8250 AVE N.E. #200 REDMOND, WA 98052 (204 881 -7494 ................. ,� ... „., ,. .,,,.t. „, ter.... 1°_.• 44 f CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUB ITTAL DATE PROJECT NAME ' 79%54 %- G-- 'E ' CGIt ADDRESS ' ,e,..."1 t...11"'4- M.. CONTACT PERSON -t L....JL ?t LC _.. PHONE i 4 ARCHITECT OR ENGINEER 2:::I A- PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: "�--� ��”' 1 �,:��•(�, ' ' :k +t•' 1:41.1 4 : k2- "■11t?- -. � t SHEET NUMBER(S) ' l t �''- L�.^ 1 A- 4 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: '�V.. -.. RECEIVED CITY OF TUKWILA DEC 0 7 1995 k PERWTCENTER y " +,: . , y,a .. . .. „ f.nr.w N F':A^4rv` togs.: TA' Y.." X, Sa hY. s7= 77;','l Hi. 7i^ e '?':r•'.'2 + LD A I- TEC.T.S LINARDIC DESIGN GROUP R FC I \/ EO _1319 DEXTER AVE, N. A SUITE 260 A SEATTLE, WA 98109 TELEPHONE A 206-283-4764 r y FAX A 206- 283 -1293 DEC 0 ! 1995 95 December 6,1995 DEVELOPME Mr. Duane Griffin City of Tukwila r 6300 Southcenter Blvd W 98188 Tukwila, a. 0 %' 4 4 9 RE: B95 -0221 & B95 -0222 Southcenter Golf Driving Range Dear Duane, This letter is a formal request for a time extension for the two plan check numbers above. Due to a lengthy B.A.R. review and a additional hearing we were not able to obtain the required permits in the original time restraints. Our period ends on December 29th 1995. Please see our way and allow us the additional time needed to acquire the permits. If there are any questions please do not hesitate to call. Sinc ly, LI c Design Group /Architects Mike Baily t.6✓ MB:lb c e> 1111 `` eut■1cAt' �► ?- (��t -pph'a 16 - er ux na e r + VeCae, b h 1 ) t c,( , ✓`�� tr.Jc�(,� /! e I n ! ?� ( - t om 4., REIVED CITY OF TUKWILA CITY OF 6300 SOUTHCENTER BOULEVARD NOV 0 7 1995 TUKWILA WA 98188 1 TUKWILA, PERtvilT CENTER * * FtEVOON U ''.'I iTTAL ` * DATE 1 1 PROJECT NAME ADDRESS t =`7 kj2i ` CONTACT PERSON PHONE ARCHITECT OR ENGINEER Or " r, PLAN CHECK/PERMIT NUMBER (i2- t 11 TYPE OF REVISION: F ry • ; fi ll t• SHEET NUMBER(S) L - -�' "Cloud" or highlight all as of revisions and date revisions.`. • ,fi ,.l +,,-. ��:;- SUBMITTED TO: �I1` �. V _ V giLikrll3 UVW!¢i7 ?( E e' .122 1 y Vii- ICU 'A -T - �- r EJ k, ecA) <; • IttbcQ,l„pArc.'f vrJ b ,{: . C Aff t4 4ANJ5 -7Da �.. r ijl"nmu'wml—T---' , . „ , „ , „ „ . • . •. ' . DEVELOPMENT• : ' CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 ` �' �VBS�e �� St I Bc,! 1 11TTAL * DATE -Zv Gj 6r PROJECT NAME��c ADDRESS CONTACT PERSON ,Dt ( PHONE - Z9-7 -7 - 4 4 ARCHITECT OR ENGINEER 44?f * Q � PLAN CHECK/PERMIT NUMBE - %l�ifi•��f. -- 0 TYPE OF REVISION: 4 t T'1.-- ∎ 4 -.. -c t � ��{v' R �� 1`�F� rl✓ AA-14 (-iNprR ‘C). -z SHEET NUMBER(S) 1.. ii 2- A- `v "Cloud" or highlight all areas of revisions and date revisiolhs. SUBMITTED TO: RECEIVED SEP 2 81995 COMMUNITY DEVELOPMENT i-Oeleir) 1J . , a • L, D G .,, , ... - .• • ARCHITECTS 3 . .. ` Ilnardia design group II � . 1319 dexter ave n., suite 260 `. seattle, wa 98109 . . .. . (206) 283 -4764 1 3 • 3 ' fax (206) 283 -1293 . Transmittal .. Memorandum • .. Fax ' Pps . To:.. G.I oG —it( L Date:, • 9. : , t• '. # A CTF . qER— ►.1.01.6 IJ Mt.TSq Project No: i _ . . . _ . • Re: ' ii-ereUr 6 L.E. florTrt X31 (is .C.... C L F. . .•cs emesa s+ss:Fz' &'' me . :.rfis f, -,f. 33 3 %rs#£: 'usrs$ ' :t• #nkyg.ef ,o ,#$f s wag '. as' ?•Yi'-ts '.ts? z s 4W Vii )s We are sending you the following: ' • Attached Under separate cover . , , , , • ...$hop drawings Letter • Change order ' , , - Prints ' Originals Architect's sup. Inst. t Submittal Samples Other For your: . . , . . Information and use Review and comment As requested ' t Action required: ' - As indicated No action required • For signature and return . ' • . I » s.as. » Jill 'es'S 7 s` yti. »y 3�i i » > > s s 8 t ,� . t Y . t 1 A s�SE£ �tssls$: sss£ SE EEuFs £siscoif3onl�Eek'Ci #..8{ f t n ,s #. SS s, #� s , £f tss, : rsss? ys .s s'�� ,s `s> ^s >s #Sy,sss ## 4:50145 s # s s :st. , u.h# F.t:. . p.�),% ?g- P.�1�wc -, ? -. VtEC.:11N4( IA.V7* C L.,' AdL.Ptr_ ' . By:— ,/J00� IAA t-po12..- ro . . . cc: I , ,1 1 If enclosures an not as noted, kindly notify us at once. • - ... E SEP .2 8'1 95 • • COlvitvtutvi t Y' I . DEVELOPMENT . , • .. . . II iI • • • R 0 B E R T \ I'RORESSIO \ \I, loon \()Rru\ HI'num; 116 SOl II(11Fl, STRRF;r FossATTI ( Cfl11\ NE ant r ) SECOND \\ \ I I t;IIRPI \ 11\(,TII \JNllla IIII' -: A ",ii \1111191 #11:1 1E1EI'll(t \Ii:12116)621.1803 iF :LEPI10 \F.:Ililllil.i3.i•lili44 :\ S S 0 C. I\ T E S x\\: (20(31621.9741) P\.\:1801113)3.22(U) (;O \SfL1'I \(; r \GI \EERS August 31, 1995 LDG Architects 1319 Dexter Avenue N, Suite 260 Seattle, WA 98109 Attention: Mr. Edi Linardic Reference: 95 -T -16 (Southcenter Golf - Proshop) RFA #95102 -16 Dear Mr. Linardic: 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. s4i411 Sandra B. Stampfli, P.E. SBS:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 y N w," t. RECEIVED CITY OF TUKWILA AUG 3 1 1995 PERMIT CENTER _A SHUTLER ME® CONSULTING 4111.1 ENGINEERS, INC 1300 -114th Ave SE, Suite 250, Bellevue, WA 98004 • (206) 450 -4075 • FAX (206) 450-4076 August 22, 1995 Mr. Edi Linardic RECEIVED LDG Architects AUG 2 4 1995 1319 Dexter Ave. N., Suite 260 Seattle, WA 98109 ROBERT FOSSATTI ASSOC. Re: Southcenter Golf Tukwila, Washington Dear Edi, I have received a copy of the comments from the city's structural plan reviewer. The following is in response to those comments. Item 1) Note has been removed. See revised structural drawings. Item 2) See revised General Note, Sheet S -1. Item 3) See revised drawing, Sheet S -8. Item 4) See attached calculations. Item 5) See attached calculations. Item 6) Chord force resisted by 4x6 D.F. #2 at grid 3 and 5.125x13.5 GLB's.at grid 4. See attached calculations and reference sections B -6, F -6, J -6, K -6 and P -6. Item 7) See section E -6 for shear transfer at second floor. Shear is transferred from floor diaphragm through the A35 angles into the 4x blocking within the wall. See attached calculation. See section N -7 for shear transfer at roof. See attached calculation. Item 8) The City of Tukwila allows the engineer of record discretion in determining whether drifting snow loads need to be considered in the roof design. Accordingly, Shutler Consulting Engineers is not requiring trusses to be designed for drifting effects. Reference the attached letter dated October 7, 1994 to the City of Tukwila and the design criteria confirmation sheet completed prior to the start of the project. Please have the plans examiner contact me at 450 -4075 if there are any additional questions on the above items or if I can be of further assistance in completing the structural portion of the plan review. Sincerely, ti Brian Trapp, P. . RECEIVED CITY OF TUKWILA BT:bs AUG 3 J 1995 PERMIT CENTER • • ' AM AM -SUTLER JOB�YJI/ 2 %? ®U, NSULTI 4 —_— ENGINEERS, INC SHEET NO. OF f�'� i CALCULATED BY DATES '?/� i r. t) 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE 9 • (206)450.4075 FAX 450.4076 SCALE t —7272" 4// K,40,W i „ 1 , I 1 j k –.�_ 1 I_ _ r 1 4 . 1 i e i 1 - 1 ` - - -! r 1_ 1 I �f 1 ____ .,i /4e.,;7____,h-'i, _____407,' j____ 1 1 _ 1___. ! 4______L , : i_ I__ 1 I. i - . 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'N .5 OF 1300 -114th Ave SE, Suite 250 CALCULATED BY E DATE 4 0'� � ' Bellevue, WA 98004 CHECKED BY DATE (206)450.4075 o.V 6 FAX 450-4076 SCALE 1 - ---; ---1 V I —,___j . 1 ,;!....1, . % S. ■ ki 4i 1 ...IT .►' eigh i flf� ► } i j C,j i , :1 I Er 1111111 06..r 1111 ,- ►;1 k 1111 1 • • f\ .-- I Ill a I ; I‘ I I .."4" _,.. l 1 i _ 1 • ; V -- __ ;_ � ` � ___ 4 _�. __-- •� • -- \- - ----- - -- -*7.\ *.- *-.-.---tH -----"-., .--+ -- .1 'k' *"." - '. - fp . ! - i . t . ... .. - -• -�� • -- _ ...._ •I ..__. --- \Y. .. �� ._.__..._ 1� ..._ IkZ3 .... ... .. .._i _ . __. `' .__.. . _ N • • • • • ®AR - .•1 UTLER JOB - -add!c Ilia ® 4SULTING NW ® ENGINEERS, INC SHEET NO, -`' OF /� 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE '�a�' ✓^ Bellevue, WA 98004 • CHECKED BY . DATE (206) 450 -4075 FAX 450.4076 SCALE r _t i r . , , .__.!.. _ _._ 1 __ _____ i ____„.... 1 _.,.._ _______ i/ee.,v,e- i st.,(•,./„ z ; ! 1 i 1 1 I I —.— I —Vi 1 — --- — I-1 _ z- e 4 1,,,, A I- 1 if_.,..)4/' 1 III i - ___I _ _ i _ , , ______i . -- i- ---- I A. -- r.:-.) : _t 1 . , 1 1 , __i___ J...... , i L ___. L _______ ' .,1‘) 7/f' _l_______49,3 A1-. 1 ---1 f + 1 sue _ + I I 1 i ' ( 1 ' , ( j i i I ( . I L - -- 1_ • I , :. I i I 1 1 _ _ _ _ «. ___, _ ._ I 1. , • i 1 , ; l t i ! i 1 ' I I 1 1 i i f 1 { ; 1 1 ( r I 1 I , , I i( i I 1 f . _ _ - .. - --- - — ._._. r .-__ ,.._ ._,- _. -- • -__ -, t -, `T' , i I 1 i 1 1 ( ( ( , t ( , r _ 4 I • I _ 1 ( j 1 f 1 I I i ■ • • AIM MIMIM ' ' JTLER JOB '�L F - II k, ,�SULTING - ENGINEERS, INC SHEET N "� � OF 1300 -114th Ave SE, Suite 250 CALCULATED SV DATE' 22 f.5 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE i // _I /- .., _..'1 ✓ /Y G/ 1 .�:` __�y./f _J.___.. - ___,__,._-___,.__-,_,-,_L 1 ...7,..) „ ,,. e , 1 i . 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( . 1 i ? r { , • I I ) ( i 1 ��_....1....-.....4 i • C SHUTLER ®■ CONSULTING ENGINEERS, INC 1300 -114th Ave SE, Suite 250, Bellevue, WA 98004 • (206) 450.4075 • FAX (206) 450.4076 October 7, 1 994 Mr. Ken Nelson, Plans Exar liner City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • Re: Southcenter Golf 181st St. and 57th Ave. S. Tukwila, Washington Dear Mr. Nelson, Persuant to our conversation, you indicated the City of Tukwila would not require the roof structure EA Ithe above referenced project to be designed for the effects of drifting snow if, In the opinion of the engineer of record, actual drifting effects to be experienced b y the structure would be negligible in nature. In consideration of.ib �al historical snow fall data and the particular location and low elevation ' of the project, 1 feel the design for a uniform snow load of 25 psf without dri ipb effects is adequate for the snow loadings likely to be experienced by this prticular structure. Please contact me at 450 -4075 if you have any questions on this. Sincerely, • : Brian Trapp, P.E. . • BT:bs . • cc: Edi Linardic, LDG Architects • • • ‘aga Ana M SHUTLER ®1111 CONSULTING • MIMI ENGINEERS, INC 1300 -114th Ave SE, Suite 250, Bellevue, WA 98004 • (206) 450 -4075 • FAX (206) 4504076 DESIGN CRITERIA CONFIRMATION SHEET Project: ,V,,e1 v/A/e, ,a Name /8/ s%r" 0 /OW Address — 7 7 ;;;e4 ,- /G,5 /AJI City Building Dept. contacted: C / ��1y/ /LEA Name (i.e. city, county, etc.) Person contacted: /(6A/ Le pw,,l/cr // / ,�1 — ���0 Name 6Jv� �v�! ✓C .t�!.r ,Vll/.d , fr' 9 G,/<' ff8/�� Title 1 DESIG1 INFORMATION Code: /99f a0C ( 44 model code & edition (i.e. UBC 1991) Roof live load or snow load: .1 "t psf Drifting criteria for snow load: 1 /,9 /&d0' /Arf1.2 Frost protection depth for footings: /5 inches Basic wind speed: " d mph r, lj Wind exposure factor: Seismic zone: ..1 Percent of roof snow to include with seismic: U % Additional structural requirement 14f; Orcr ...7;x'F L G'l/L/J�io • Shutler Consulting Engineers will proceed with the structural design based on the above information. If any. takes exception to this information or has additional requirements, please contact us immediately. Project Engineer SHEET NUMBER(S) —j 4 A _ "Cloud" or highlight all areas of revisions and date revisions.1 - SUBMI'1'1'>✓D TO: - 1 -/ " - -F- 5. r . RECEIVED CITY OF TUKWILA JUL 2 1 1995 PERMIT CENTER t� -i' tATE,rN 5 s e-RRA TYnc- , 0 s �� City of Tukwila 0 . FIRE DEPARTMENT ...J C) 444 Andover Park East 0 Tukwila, Washington 98188 -7661 tr) - 2 (206) 575 -4404 1908 ' John W. Rants, Mayor July 19, 1995 Fire Department Review Control #B95 -0221 (512) Re: Southcenter Golf, Inc. - 18791 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1-6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10,505A) Clear access to fire extinguishers is required at all • times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the , inspection was performed and shall identify the company or person performing the service. (NFPA 10, ' ‘e111LA dfq s City at Tukwila 0 FIRE DEPARTMENT 444 Andover Park East � = 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 1908 John W. Rants, Mayor Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall 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)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire- resistive construction and sprinklered where required.: (UFC 12.109(c)) Exit hardware and marking shall meet the requirements . of the Uniform Fire Code. (UFC 12.106 - 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit cianc sha11 hA inet.a11 d at +hc rc, I,4rcrf cvif^ �rrl i • Z As ti City of Tukwila Q 2 FIRE DEPARTMENT G7 444 Andover Park East Z Tukwila, Washington 98188 -7661 1908 (206) 575 -4404 ., , il John W. Rants, Mayor l ) 4 Page number 3 i 1 1 1 3 where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) 1 Aisles leading to required exits shall be provided il from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) Combustible material shall not be stored in exits or exit enclosures. (UFC 11.303(b)2) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) . Fire hydrants are required as detailed in City Ordinance #1692. p 1 • • � J� y d ILA y y„4 fit of ' uic�nl ila ( � ��` Q y� tI) 0 S FIRE DEPARTMENT 444 Andover Park East 2 p Tukwila, Washington 98188 -7661 1908 (206) 575 -4404 9 John W. Rants, Mayor 3 , 1 Page number 4 j 1 1 1 1 Local U.L. central station supervision is required. 1 (City Ordinance #1646) 1 All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) ret All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 1 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) 1 All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV) and Fire Department connection (FDC). (UFC 10.504) Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -3- 6.1.3.2) Sprinkler protection shall be . extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall ha secured with enrrnsinn- rAcicf-anf wirA- i. #0 A nfl City ® f Tukwila s —I 2 0 4 11., 1. FIRE DEPARTMENT 444 Andover Park East ti) d Tukwila, Washington 98188 -7661 (206) 575 -4404 K ...„.........e. . 7908 . John W. Rants, Mayor ti Page number 5 chain or other approved means. (NFPA 13- 2 -7.3) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1646) All new underground piping shall be hydrostatically • tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24 -8- 9.3.2) All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire- protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 10.504(a)) There shall be maintained on the premises a supply of spare sprinklers (never less than 6) so that any sprinklers that have operated or been damaged in any way may promptly he replaced. (NFPA 13- 2 -2.7) The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 10.506(a)) Sprinkler systems shall be maintained in an operative 'condition at all times. Sprinkler systems and their component parts (including hose stations) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. Contact The Tukwila Fire Prevention Bureau to witness WNW r ILA kQCity' &i Tukwila y FIRE DEPARTMENT 444 Andover Park East 4., 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 L190$3 John W. Rants, Mayor Page number 6 all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. An approved manual Fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), 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) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1646) (UFC 10.501(a)) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection; test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 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 IOMMINIMIMMIONMOMN AMMONIUM As City or Tukwila O y FIRE DEPARTMENT —I 444 Andover Park East 0 Tukwila, Washington 98188 -7661 WN a' (206) 575 -4404 1908 • John W. Rants, Mayor. Page number 7 specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) Every building shall be accessible to Fire Department apparatus by way of access roadways with all - weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 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. '95-(7/. n „.t+,: + , ..., W :.,,,....ue . -anctt v,,uxwonv..«. 14 . r..»»« .....- �.»«... :......T......,...».,........ ._.._.,........... ..,:....._..;. -,., 1. °C '', rf t f , '4.r� ttd_11' L ww , '.- .: : • A” R'H I T �`C T.S LINARDIC DESIGN GROUP _1319 DEXTER AVE, N. • SUITE 260 A SEATTLE, WA 98109 TELEPHONE A 206 -283 -4764 FAX A 206- 283 -1293 July 17, 1995 Robert Benedicto City of Tukwila 6300 Southcenter Blvd Tukwila,Wash 98188 RE: B95 -0221 Southcenter Golf Inc Dear Mr. Benedicto Enclosed are the revisions that The City of Tukwila has requested pertaining to the above mentioned project. These answers are in reference to the correction notice dated July 13, 1995. 1. The mechanical portion of this project is to be issued under a separate permit. Please see note on sheet A -0 #34 and new note on sheet A -5. 2. At 50 cfm per W.C. or urinal the min fan would be 150 cfm per correction on sheet A -15. As far as the total system it will be submitted under a separate permit. 3. New sheets A -5 and A -15 are submitted with the respected revision notation. 4. Per note on sheet A -5 the type of heating for this project shall be gas If there are any questions please do not hesitate to call. Sin r ly, Li Design Group /Architects Mike Baily MB:lb RECEIVED CITY OF TUKWILA JUL 2 1 1995 PERMIT CENTER • � J� . . Wq (.. .. . ,-;:s--......" (7 !- 4....• ' ... -5- Cit of Tukwila . Q - ....1 • � l il John W. Rants, Mayor ;, •• , ,, ,�' �''•••. � ;��, .. ' s Department of Community Development Steve Lancaster, Director 'tti,?lk'' •... 'r, J. e Ba 1 9 . 0 ; �, ,,,,,,'_, . Architects h 1319 Dexter Avenue N. #260 `" Seattle, Washington 98109 0,)- Re: Southcenter Golf, Inc. #B95 -0221 `f" ' Dear Mr. Bally: i The initial plan review has been completed by Tukwila Building Division. Your permit application will now be forwarded, sequentially, to Fire Prevention • Bureau, Planning Division, and Public Works Department for their respective review and approvals. When this has been completed, your application will be returned to Building Division for final review coordination and preparation of the permit documents. Prior to final approval by Building Division, it will be necessary to provide additional information, and perhaps some clarifications to the construction documents to document compliance with Tukwila ordinance. The following • comments are applicable: 1. Ventilation for the "Pro Shop" and related areas is required per UBC Sec. 705 (b). It is not clear whether or not operable windows are scheduled for this area or a mechanical ventilation system is to be installed. Please indicate on the plans the method of accomplishing this code requirement. 2. Ventilation for the proposed public toilet rooms is required at the rate of 50 cfm per W.C. or urinal. Specify, on the plans, a mechanical ventilation • system for this area which will supply outside air at this rate and, in addition, provide exhaust air requirements per UBC Sec. 705 (b). 3. During the composition of this letter revisions to the construction documents have been received. To this submittal some basic requirements are indicated: The revised sheets A -5 & A -15 need to be resubmitted with a revision date on each plan, a key to the plan with a revision number, and the revision "clouded" and flagged with the said revision key. (This procedure should be followed on any future revision submittal.) In addition, and in all cases, the seal and signature of the architect of record must be on each sheet submitted. 4. For the purposes of establishing energy code criteria it is necessary to know the type of heating system to be installed in the conditioned spaces of this building. Please specify on plans a proposed energy source. ( i.e. Electric resistance, Gas fired , wood stove etc.) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 • • ,..,.. .,...,.. ........... ....S.ow (,) Mr. Mike Bally Southcenter Golf # B95 -0221 July 13, 1995 Page 2 Please review the listed comments and submit two copies of revised plans and /or additional information as required. If you have any questions you may call this office, weekdays, between 8:30 AM and 5:00 PM. Inquiries regarding the status of the application review should be directed to the permit coordinator. Sincerely, T wi Buildinpivision or(fat, kt&fe-G R bent Benedicto, Sr. Plans Examiner • • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISI • N SUBMITT*L* * DATE PROJECT NAME `.b Z- ADDRESS 1 71 91 0 - ' 1 1 0 C 2 . CONTACT PERSON 1 le- (- PHONE Z�3 l.�'1C,• 4 ARCHITECT OR ENGINEER & -1 X . PLAN CHECK/PERMIT NUMBER 1S95 oL.2 TYPE OF REVISION �''(,�1� '�("'IZ�Z 4T.� -'4 . �t ll} SHEET NUMBER(S) A-S 2 - ►41- - isi Ar -ls' "Cloud ". or highlight all areas oI revisions and date re ons. SUBMI'1"1'E,D TO: G�GIC iW�U 4U �4 � -61- ab 'w CITY RECEIVED G4 �" ` v JUL 1 2 1995 �e n 1 G (J/ \W„. �1.4,.yfT PERMIT CENTER ... .. a ..... ... .......r . °:r.' ..,, ., x ....-.,,. ...,......,.................... .., .._ «.�.,................ _...,.. »......,.. ..... .,......_,......_. »........«.,.. ....,..«<w >w+..rkrtsrx, . cur. >.vrnaserrFrsvH! " . t4't X?f:4i+� .Stf /44< ..�lILA, �� r \..—..1S1'.. .�� ., 2, gyp+ ,_,, ti1� I City of l ukw ila John W. Rants, Mayor Lf' \ ki .1 Department of Community Development Steve Lancaster, Director /908 - July 5, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -16: (B95 -0221 - Southcenter Golf Inc.) Please do structural review per U.B.C., 1991 Edition. Sincerely, ZArLC )e Syl is A. Osby c Pe it Technician 6300 Southcenter Boulevard, Suite #100 • . Tukwila, Washington 98188 • (206) 4313670 • Fax (206f 431.3665 _., • MEMORANDUM To: Project File B94 -0313 From: Vernon Umetsu Date: 6/8/95 RE: Summary Notes on 6/8/95 Meeting on Planning Division Issues. Persons Attending: Chris Bennett, Owner Ed Linardic, Project Architect Marty O'Brien, Tukwila Golf Course Manager and Pro Vernon Umetsu, Planning Division. Information Items The following are summary meeting notes. They are not necessarily complete in scope or detail. Golf Ball Containment 1. The ball containment system shall consist of the 90 ft. high east perimeter net and other perimeter net heights as proposed, net extensions at each 2nd fl. station hitting on the eastern 2 /3rd's of the building (22 of 34 stations), and angling of all eastern 1 /3rd stations toward the target and away from the road. First floor stations need not have net extensions. However, the applicant is herewith notified that the stations shall be engineered to easily receive net extensions in case operations demonstrate their need. 2. Net extensions between 2nd floor sta. 17 and sta. 22 may not need to be installed if pre- opening field tests demonstrate 100% containment of all hit balls. In all cases, the stations shall be engineered to easily install the net extensions. Should installation of any nets between sta. 17 -22 not be immediately required, the owner shall assign to the City, funds equal to 150% of the cost of installation for a period • A • • , w i,n 6/8/95 Page 2 of six months. The City will review the effectiveness of ball containment and determine, at its sole discretion, whether to require installation at the end of this period. 3. The applicant is herewith further notified that the project design approval represents the best efforts of City staff to assist the applicant in achieving full golf ball containment, as required in the project's SEPA -MDNS and Conditional Use Permit. The applicant to bears full responsibility for achieving this and all other conditions of approval. • Building Architecture 4. The revisions to the BAR approved designs, as shown in the 6/6/95 design revisions and modification notes, are now approvable. Lighting 5. Staff noted that the proposed ground -level lighting doesn't seem to satisfy the market need to see balls in flight. The applicants will review and revise the lighting' plan. The submittal will include analyses to demonstrate satisfying both horizontal and vertical illumination limitations. Review Timing 6. Due to staff commitments, no Planning Division review will occur prior to July 1, 1995. Project review will otherwise proceed in a normal manner once a renewed building permit application is received. 7. The applicants were again reminded that a new Building Code becomes effective on June 30, 1995. They will submit a new building permit application with the revised design prior to this date. Meeting participants were sent copies of these minutes and • requested to contact me immediately at 431 -3684, if I have misunderstood anything. cc: Chris Bennett, Ed Linardic, Marty O'Brien, Jack Pace. files8cglf.fnl ' • • • R 0 B E R T • FOSSATTI t PROFESSIONAI. 1000 NORTON BUILDING 6U1 SECOND AVENUE 116 SOUTH 110TEi. STREET 5F:Rt'ICES SUITE 202C CORPORATION S &\TT'LE, WASHINGTON 96104 HONOLULU, 11AW All 96813 A S S O C I A T E S TELEPI IONE: 12061 621.1/103 TELEPHONE: 18081333.6699 FAA: 12061621 -9740 FAA: 18081 343-2200 CONSULTING ENGINEERS October 28, 1994 LDG Architects 1319 Dexter Avenue N x/260 Seattle, WA 98109 Attention: Edi Linardic r Reference: 94 -T -13 (Southcenter Golf, Inc.) RFA #94102 -13 Dear Mr. Linardic: q We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Verify wood framing member "Base Values" shown on Sheet S -1. Use Table 25 -A -1 for allowable unit stresses for structural lumber. j 2. Section A -9 indicates 2x6 support framing along Grid 4 below TJI roof joists. The Structural Calculations (Sheet R -2.1) indicate that full support for the TJI roof joists is provided by the 5 -1/8" GLB along Grid 3. Coordinate calculations with drawings and resubmit as necessary. 3. Only a portion of the actual dead load may be assumed to provide resistance to seismic or wind induced overturning forces. See Sections 2317(a), 2334(g) and 2337(a). Revise holdown calculations accordingly. 4. Verify the length of wall assumed to resist overturning forces for shear wall along Grid J.4. Page L -16 of the Structural Calculations indicates a 29 foot wall length, however the drawings appear to provide only about 25 feet of wall length. This situation is similar for the shear wall along Grid L. Revise and resubmit. 5. Verify shearwall and sheathing requirements along Grid 4. Are any shear panels required between Grid D and Grid J.4 (along Grid 4)7 Provide clarification. 6. Verify Section M -6 reference mark cut along Grid A on Sheet SeptE 3 1eV not seem to apply. Coordinate. nn��TT l 199 7. In Section C -6, it appears that the 2 -20d nails shown should beU !Io plywood for minimum penetration requirements. Revise detail for Ue l rot ' LNT WI • c 94 -T -13 (Southcenter Golf, Inc.) RFA //94102 -13 October 28, 1994 Page 2 8. Check bearing stress at bottom of 5 -1/8" GLB shown in Section A -6. Provide calculations for review. 9. It appears that the section referenced at the intersection of Grid 5 and Grid J.4 on Sheet S-3 (at drag strut connection) is incorrect. Revise for clarity. 10. Clarify how shear is transferred to the interior wall sheathing (below the floor level) at shearwall shown in Section E-6. Please forward a copy of this letter to the structural engineer, Brian Trapp of Shutler Consulting Engineers, Inc. and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS/jw:2 r cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter. Blvd., I /100 Tukwila, WA 98188 { • = L $$ T City of Tukwila la John W. Rants, Mayor •ti ; 01 ',.r Department of Community Development Rick Beeler, Director 1908 May 2, 1994 Mr. Calvin Jordan Calvin Jordan Associates, Inc. 15049 N.E. Bel /Red Road Bellevue, WA 98007 RE: Notice of Decision for Tukwila (Golf) Driving Range (L94- 0005 and L94 -0009) Dear Mr. Jordan: The Tukwila Planning Commission and Board of Architectural Review completed action on this project at a hearing on April 28, 1994. Staff findings, conclusions and recommendations, were modified and adopted. Many of these findings and conclusions support and further clarify the implementation of previously established SEPA mitigating conditions (L94- 0004). I have listed the conditions adopted by the Tukwila Commission and Board at the hearing. I have also attached standards (in italics) which the Director will employ in implementing the SEPA mitigating measures. L94 -0005: Conditional Use Permit 1. The Director of the Department of Community Development shall determine the height and mesh size of the containment net. L94 -0009: Board of Architectural Review 1. Extension of the on -site pedestrian sidewalk along the driveway, to the future area -wide sidewalk system. 2. Screening of all HVAC and utility hardware in an architecturally integrated manner. 3. A site for a potential gateway marker is established at the south end of the property, subject to joint landowner /City design approval of the monument. 4. The entry sign shall be the low monument sign shown in Attachment Q. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 3670 • Fax (206) 4313665 .. .:i';...... .. :..v...... ,. <.i •... ..:.. }. .5.. t rcY':'.* .. �........,.. ..«. r u .....N. r•.. aen. .nwr......w.m.w Tukwila Golf Drivir' Range Notice of Decision"' . g g May 2, 1994 Pg. 2 Please note that: a. the conditional use permit will expire within one year unless a building is issued and within two years . unless substantial construction is completed, and b. the appeal period for these actions expires within 10 days ' after the date of action. Please call me at 431 -3684 if I can be of further help. Sincerely, Vernon Umetsu Associate Planner • Tukwila Golf Drivi g Range Notice of Decision (, •" _t May 2, 1994 Pg. 3 L94-0004: Tukwila Golf Driving Range Mitigating Conditions April 12, 1994 B.7. Environmental Health (Pg. 8) The Director of the Department of Community Development shall, in consultation with the Tukwila Golf Course Manager and other departmental representatives, ensure that the hazard of balls flying onto adjacent roadways and property has been mitigated to an acceptable level. The need to provide the maximum protection for the 1 public from golf balls will be reviewed in great A detail, per the interests of the SEPA Responsible Official and comments from the Planning Commission. B.11 Light and Glare (Pg. 11) The desire for bright grounds lighting to track the golf ball's flight, landing, and distance signs shall be accommodated as long as there is no direct off -site , illumination and /or indirect glare such as produced by a "stadium halo." The limitation of glare impacts will be evaluated based on the following: a. No direct illumination of Southcenter Parkway or adjacent properties, 1 b. A maximum light level of 5 lumens at the property line, c. Direct illumination of the hillside is permitted, d. There shall be a maximum 3 lumens above a line between the pole fixture and the 40 ft. hillside contour line, and `. e. A luminaire diagram which illustrates compliance with the above guidelines at different humidity levels, shall be submitted during building permit review. • B.14 Transportation i. A traffic mitigation payment of $24,684.00 for intersection impacts shall be provided as discussed in �a. Tukwila Golf Driviy Range Notice of Decision May 2, 1994 Pg. 4 the traffic study, prior to final construction approval. ii. Frontal improvements as required by Public Works Department road improvements ordinances and /or the Planning Commission (Conditional Use Permit L94- 0005), shall be designed based on the 57th Avenue South (Southcenter Parkway) Design Report. As an alternative to immediate construction, the applicant may enter into a developer's agreement to provide a fair -share payment for the improvements, which would be built later in a coordinated manner with the overall road improvement. An exception would be permanent or temporary improvements which are determined by the Public Works Department or the Planning Commission (through the Conditional Use Permit process) to be needed immediately. iii. An additional 10 foot right -of -way dedication or an easement for sidewalks, curbs, and utilities shall be provided prior to approval of the construction. This area is required in order to place the required frontal improvements as designed in the "57th Avenue South 'Preliminary' Design /Location Report ". An easement is determined to be acceptable. B.16 Utilities i. Adequate long term sewer service shall be provided to the site. This may be provided with a temporary sewer line, to satisfy the immediate needs of the proposed development, in conjunction with a developer's agreement to provide a fair -share payment for permanent sewer service; or the immediate placement of a long- term sewer line. Either option shall be provided prior to final building construction approval. • ii. A developer's agreement to provide a fair -share payment for commercial water service, up- grading the existing substandard domestic line, shall be provided prior to final construction approval. file 94 \tukgolf \notice — I I //}✓_ J✓ /! VNN/// II✓ NJ Nf/!JJ!/ N!/J//JJ///.//////J//// I/J/J//////J/J//!✓/J// J/////I//////JJ///////J//JJ/J////!//✓J / /l / / / / % / / / / / / /JJ / / / /JY / /J /JY /\ 1 DEPARTMENT OF LABOR AND INDUSTRIES � I\ THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A r h ..� rs]hiST' 'aC ttt GEhIEl3 .*�4:i `' < �; ,� , : ft ?:REOISTRATIO r _ E(* J1ON DATE:; ti P: •CFV4 4Tr = 'OtV.Z ') Y;4,;'i3a.:; 4 STATE OF WASHINGTON • at iEb; t••. may`'' \ • FCRG : 50N, . I: IUGI I 'S 't:C34 : . . I j P '.3t3X 808+57 SEATTLE WA 90 tO:� \ . . F825-05N000 13-921 • SWORN STATEMENT STATE OF WASHINGTON COUNTY OF KING The undersigned, being first duly sworn on oath, deposes and says that the above - referenced General Contractor's License and Registration Number FERGUHS370NO, is applicable and valid through June 1st, 1996 in accordance with the Washington State Department of Labor and Industries. Signed: Date: Subscribed and sworn before me, a Notary Public, this day of , 19 . My commission expires • RECEIVED CITY OF. TUKWILA . DEC 191995 PERMIT CENTER / ®40111 SHUTLER JOB GOLF DRIVING RANGE Ilia M_ CONSULTING SHEET NO COVER 1 ` of MEW a ENGINEERS Inc. CALCULATED BY BT DATE 8 -8 -94 if 800 -114th Avenue S.E., Suite 250 CHECKED BY DATE Bellevue, Washington 98004 SCALE (206) 450 -4075 FAX: (206) 450 -4076 ` � •.� �•• ''•. •. .....:. a ,n'. +•y�y1'.nr +wt.w <'. .. -. ....... ..._.� ..............r•.�rn.wy{R .MF�w'xM SS+ NYr? �[ ravrrmm� .'Sli+r..rwanwvry <•R.ra..wrvr. .....•.a �. Jt"< �+ V! Y't'.'""!> �"" IttlXA' �tR1sfNJt1 '✓.•mauh' rw+re...»+....�... .,» �.rt r MINI arra SHUTLER JoB GOLF DRIVING RANGE /Tukwila WA / 11 1111110■ CONSULTING SHEET NO COVER 2 of I ® ENGINEERS Inc. CALCULATED BY BT DATE 8 -22 -94 > 300 -114th Avenue S.E., Suite 250 CHECKED BY DATE Bellevue, Washington 98004 SCALE (206) 450 -4075 FAX: (206) 450 -4076 STRUCTURAL CALCULATIONS TABLE OF CONTENTS SUBJECT PAGE Roof Framing R • Floor Framing., FLR Columns C Foundation F Lateral L Wal W , • • r ®MIMINM SHUTLER JOB (P"'4C� ®! CONSULTING -- T ENGINEERS, INC SHEET NO .€1;./ OF ,O �J 1300 -114th Ave SE, Suite 250 CALCULATED BY. ' OATE -22 ' 9 d Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 4504076 SCALE. {!{ I j i!{{ j i i { i i! ' 1 I 1 i ■ 1 ! - ; -- - , .,i H. . _ .; .-- ,-- -- -- _ -- L -1- __ , i t _ + i i. i r----I---+ i -------te'l —5---1-•- 7 ' .. , 4 ------i i ..71P. -ill S ► I . ____,/:of . 1.'z i - i -.01 a c (Ler 1 i I IP' —1. .i. __. ' 1 71. 1 1 ' ) I ' f I ` i 1 i I ( t I ( ; I 1 7 d 1 . 1 I- 1 j 1 i i � ... i ' 1 ; ; i_,._ ._.,. _i.. �. f .__ __T _. I , I f j I ; 1 j I ; j ; j 1 , Vi 1.5 , ,i2V .. 240X/ — I I I • t { : . _ � G f - 1 �' /� off ...: i i 7 - , j i , ._. 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' ' - " " • BEAM DISTRIBUTED LOAD DATA C.oN4/ BEAM ; SMag EMag Stoic Roc 1Dirl Load Case Factors l ' LABEL (K /Ft, Deg F) (ft) (ft) ; 1 1 2 3 4 5 1 0.015 0.015 0 X 1 2 0,015 0.015 0 X 1 3 0.015 0.015 0 X 1 4 0.015 0.015 0 X 1 5 0.015 0.015 0 X 1 1 6 0.015 0.015 0 X 1 7 0.015 0.015 0 X 1 8 0.015 0.015 0 X 1 ) i NODAL DISPLACEMENTS AND SPRING /SUPPORT REACTIONS• ' NODE 1 Load 1 Displacements (in, rad) ; Reactions (k,k-ft) LABEL ; Comb. 1 X Y Rotation 1 X Y Rotation 1 1 0.125 -0.002 - 0.0000 0.00 0.00 0.00 ///A219 2 1 0.125 -0.002 - 0.0000 0.00 0.00 0.00 3 1 0.121 -0.002 0.00081 0.00 0.00 0. . ■ A. 'c 7. --1 5/ 4 1 0.105 -0.001 0.00187 0.00 0.!N__, .00 -- 5 1 0.000 -0.000 0.00346 ; -0.10 Oal- 0.00 /. 3.3// : - y /Qif r ( 6 1 0.000 0.000 0.00346 ; -0.10 -0.42 0.00 /,fig' ) . ` 7 1 0.105 0.001 0.00187 0.00 0.00 0.00 8 1 0,121 0.002 0.00081 0.00 0.00 0.00 9 1 0.125 0.002 - 0,0000 0.00 0.00 0.00 10 1 0.125 0.002 - 0.0000 0.00 0.00 0.00 s1 1 BEAM END FORCES 3 BEAM ;Load ; I Node End 3 Node End 4 fi LABEL ;Comb.; Axial Shear Moment Axial Shear Moment (K) K )- - (K - ft) - -(K K K-ft 1 1 0.000 -0.000 0.000 -0.000 0.015 -0,007 ,, '2 1 -0.211 0.196 0,007 0,211 -0.174 0.270 3 1 -0.422 -0.037 -0,270 ; 0.422 0.052 0.225 1 4 1 -0.422 -0.052 -0.225 0.422 0,097 -0.000 5 1 0.422 -0.097 -0.000 -0.422 0.052 -0.225 6 1 0.422 -0.052 0,225 -0.422 0,037 -0.270 7 1 0.211 0.174 0.270 -0,211 -0.196 0.007 8 1 -0.000 -0.015 -0.007 0,000 0.000 -0.000 1 9 1 -0.000 0.000 0.000 0.000 0.000 0.000 10 1 0.000 0.000 0.000 -0.000 0.000 0.000 11 1 0,299 0.000 0.000 -0,299 0.000 0.000 12 1 -0.299 0.000 0.000 0.299 0.000 0.000 ( h ° 0 D • NODAL DATA ; Global Default Temperature = 0.00. lir NODE Coordinates Boundary Restraints ; Node LABEL X Y X -dof Y-dof 1-dof ; Temp G9ir/ -- ( ft) (0,1,2,in,K-in,radians)-- - --(F) - -- 1 0 0 2 0 1 3 0 2.5 4 0 3.5 5 0 6.5 1 1 6 1.5 6.5 1 1 7 1.5 3.5 8 1.5 2.5 9 1.5 1 10 1.5 0 BEAM DATA • Beam Property End Releases Beam Definition Label I-end ; J-end BEM Length I-node J-node -or- Tag x y z ; x y z LABEL (ft) 1 - 2 VERT 1 1.000 2 - 3 VERT 2 1.500 • 3 - 4 VERT 3 1.000 4 - 5 VERT 4 3.000 6 - 7 VERT 5 3.000 7 - 8 VERT 6 1.000 8 - 9 VERT 7 1.500 9 - 10 VERT 8 1.000 1 - 10 HOR 1 1 9 1.500 4 - 7 HOR 1 1 10 1,500 2 - 8 DIAG 1 1 11 2.121 3 - 9 DIAL 1 1 12 2.121 BEAM PROPERTIES AISC /Other Area Inertia Elastic Weight Coef. of; Fy Y-Y Property SECTION I -xx Modulus Density Therm Ex; Axis Tag PROP. LABEL (in "2) (in "4) (Ksi) (K /ft "3) ( /100F); Flag Default 29000 0.4896 0.00065 ; 36 VERT VERT 8.25 21 1600 0 HOR NOR 5.25 5.359 1600 0 DIAG DIAG 8.25 21 1600 0 . �� - =___ SHUTLER JOB K. y ` ,4'. Mae CONSULTING . 1111,11111111111. ENGINEERS, INC SHEET NO OF 1300 -114th Ave SE, Suite 250 CALCULATED BY E DATE dens 4 - 15"" Bellevue, WA 98004 CHECKED BY DATE (.. ' (206) 450 -4075 FAX 450.4076 SCALE 9•••••••■• 4__LL re<144A/ ,47 I v fr-1•'('-db i _ m © . 4 -, I �E3 1 ..„ . _ Irl!! J _ • 1 _ 111111 . r• ,_ , • , I ! 1 i � __ _. _ _. ___ __ _ _ _ !• -I -- _ --t __i_--;-- - 1 - ll- I- � t - 4 i I 1 l 1 I 1 1 I I i I i I r I 1 ! 3 3 3 i I 1 1 i { 1 , . i } 1 l ! i �.. I 1 i a. 1 1 _ 1 1 1 i f ! , .. 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MEI PIM SHUTLER JOB 77. ; xviii.. 4 hoc.r V4iv /A16 1111111ill • .- CONSULTING ,62-e-/ : 11W10111111111111 ENGINEERS, INC SHEET NO OF 1 • - 9 • 14450 N.E. 2911) Place, Suite 116 • CALCULATED BY .." DATE 7 4/5/ ftl: Bellevue, WA 98007 (206) 885-4473 CHECKED BY DATE FAX 869-8649 ,•": SCALE , I " ' 1 • I 1 ' ! ! ! ! 1 ! ; ' j I ! •': 1 i ; , : i + . f 1 . 1 , 1 __L._ _ _i ._.. .._ _. ______, ________ ___ _ ___ ..... _ T 1 ._... 7, ___ t _ , l _.___ , ._._ , i , , • , , „ . , ,...F.0)_4_.._v.E.g.44....1±,m, i L 1 4_ L ...J._ ; ___L____ i1111 I 1 I I I , h_l 4_ I -7 ' } 1 I i i .1 i i_ 1 ' 7 I I - 1 I I ed - ' _fib,: , i ----1 - 1 --- - 1 _ ) i 111 — , , • .• I fA ..#0,4.0c i v_ - 1 1 1 i . 1 -±-± 1 - 1 - t - ---- 1 ! , , , ,, __ , • ....i_rilL414...._cint_ * : _A I H I ; -1- i 1 1 1 1 ----1 I/ I I E 1 1. — .....J__ _____. i_... _.1____A/P. _p.or 1 ._. i ...__I ___J__,I_____ _ i i , i . i 1 I 7 i ' I 1 • i I I 4 ki7 I i { I -...•1..... 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X ' I I ,P 9 , 11‘ ArTZ \ , it 1 ' Aye• i e , „ : - , - i : . --_-___,.._ i _ I . ; ' i ! ! ■-,_ -, - 2 - . 1 1 i- 1 ' -- ---- -- - LOA- , 1 • . - -i I---- 1 .---- 1 a -4 - .:' ... i ..- - - ! -- 7' ' - i` ---- ' --- 1 --4 1 -- 1 -- 1 12- !-- , • - 1 - --"--- 1. ,. i ! ; ' ; ) ! i ' , 1 1 i ;.. --" — - — --- '-------.---t.#-A 1--- -t '-',---, T i, . . — i" f -- ii SO 1 ■ : 45' i..- ......-1 .... i 1 I ■ ,L.__A I —1 L -.. ' .*" -- i "" ' --. " ----4 -- - --I- -- - -- 1 - -- f --4--- - L 1 ( 4 - nil I 1 -1 . 1 II AT. .... 7 .....1 ' ... - - i . ....I __...! a . _ .: II ;--)..11 . ....._._ _.' _..._. - ! .' i h;ft:.; ...' . 3 !`f 3 , 1 . ; 1: : 1 - . _.... ....;. _. i ... i . : . _....i..-.4_ .._4___.i.._ • ' 1 ; , i ! ( ■ . . 6 6/ /4 2 " ■ 1 ./ 4/1.1 I 1 t - - 4 - --- , . , 1 1 I • • 0 i : , i i I ■ ' ; i 1 , 1 . , i 1- H-H----i- - i ■ 1 I ! 1 1 fI9 1 I .3v ei _:__ • - - -,--- ---- • ' ' ' ' 1..$4.t. 1 . ,., L - . • . . „ • . . . . . . . . . . . . . . . . ONMAIMINIM SHUTLER JOB MEM . ' . CONSULTING '''. • =WW 1 300-114th -- -- 14th Ave SE, Suite 250 ENGINEERS, INC SHEET NO. / ^ OF CALCULATED BY.,ACV DATE C:F I/ ( Beilevue, WA 98004 (206) 450.4075 CHECKED BY DATE. FAX 450-4076 SCALE , —i . I___ I I . 1 I I .. ........1 —.1. .1 I 1 i t 1 r i 1 I I I I 1 1 II 1 1 — 1 .. 1 i I ---4 ' — I — - 1 —1- I I 1 -1- .. ; l• .1 1 1 ..... ...400.94,4- 47- .. wzr 3///-,-) ,_, ..„ • 7t----7 , . . ' . ....,,,...._____ , i '' , I - x I _______ ,...... __ .... ,...., ,... ___I ......: 1 /.$-,' "- ' i . . . I I ‘1 .., t __. . ___I ..L. . 1 I 1 6: i 1 - T -1 • ; , J r - 4- ....1„......._ 1 1 .... i 1 1 1 , . 1 ! I ! 1 1 I ___I i I i i i ■ _____,___ . 1 — I I I I 1 , i . ! ; ..,,, 1 1 , , 1 , 1 i ...... 1 ...,. . i LA a...73i fii," ; -----f--T -- — --- 1 1 I i I i r r r I L 1 . I i 1 1 i i i . --- - 1 ---4 • ......t.—___t 1 I r , 1 . , . 1 ! 1 1 -7 [ -I-- . i I ■ ........ ,,_ ...., ._,, ...,.. 1 _ r ___i_ t ____ I __ - I, 1 1 i( 1 , ... 1 427/.4 7./d... 1 ..1.. :t7i...v... ' e . 17. 1 ""-- :.1.2Yi el.: .. „,5 ( 3'1 , V ) a' .1 i -4 ■ 1 . i I f 1 t -' -- - I — ' 1 I r I [ 1 (...... ili 11 i i i I i 1 I ; 1 i i i I I 1 I 1 1 1 ■ , I r t 1 • -!;; --I --4- • ---- i , ,_ _.• ` ! I i ` ; I . • 1 ! 1 ■ ! , ; ; ; . • 1 i 1 1 i 1 ; i ; ; 1 1 • I 1 v 1 , : . _ _ _______. . : ....4 .4 ,. 1.. ...t _ __I -__ ____t____4____]_____:_-__...' ; i I .....--•• -1 i ' i ! ; 7 1 1 I i , t ‘` —'/-- / -- — - - 4 -- ' I-- -4- --- 1 -1 ---;---. --- . .; ....,....4.44.4._ .;.. -..._;.._.... .1. _ ....... ; i , , • I 1 - 1 , , --4. --r•--r-- , ---r , ; I , .... ,,,' ■ i 1 1 1 f I i I i i i i T T 77',7 , 7 - 77 - 7, - , 1 t ■ 1 1 ! : - 1 ' 7i , . v , • • , I f l 'I ''. f, i : I i ' 1 t , ' t ' r, , .......;•.. i . _ . .......... . ; . . ; , •.; ; • , , . i ; (. . . . . , ..,.. .. 4, . -; - . i , - . 4 • •T ' - 1 - l - •- I - - - • i - • - 4 - - I - - .4 . • - • ;- - - - I --r• - ;, -/ --• ' !. -.i • - .-1; , •-- 1 - --7 -•- 1 1 1 1 1 1 ; : . �p f,� ALLOWABLE UNIFORMLY DISTRIBU; j S `� ` �- P R PRO E . / . POUNDS PER SQUARE FOOT (INCLUDES LIVE AND DEAD La • 4� w F•p LOADS LIMITED BY DEFLECTIC 1233 r DOUGLAS FIR/LARCH PONDEROSA PINE PONDEI i > ' ' , .:. = 1,800, psi E = 1,150,000 psi E y x/2.5/43.0 '" , �'b = 2,585 psi Fb = 1,485 psi E = 1: ; � 4 pepf\O , ' F = 165 psi F =150 psi Fb= � Rr j vai\. Random Random Fv ' ? SPAN Length Length • • SIZES `. `: : FEET Simple Span Contin. Simple Span Condit Simple'Spae: Spar ' L/180 L/240 L /180 L /240 L /180 L/2 0 L /180 L/240 L/180 L/240 i X 6 Olt 2 X 8 NOMINAL PSF PSF PSF PSF PSF PSF PSF . PSF , PSF -' PSF 1783f 1485 1487f 1487f 1024f 949 854f _ . 854f 1187f :; 587 440 660f 660f 374 281 379f 379f ''_ 391 .293 1 4 248 186 371f 315 158 119 213f ' 201 L .165 12. �i�r��� '," "SIC 5 127 95 215 161 81 61 , 137 103 84 ' 63 • 1 \ \l1\lilllll \ m .•16 6 73 5,5 124 93 47 35 . 79 60 ' 49 - 36 - 5 "or - 7 . 46 • 35 78 59 29 22 50 38 - 31. '.,,..23 s 6 3/4 •,--; • • . . 8 • 31 23. 52 39 20 • 15 i 33 25 :21 . 15 ': 9 22 17 37 28 14 11 24 17 14 11- .: 10 16 12 27 20 10 7 17 13 11 8 X 6 OIt 3 X 8 NOMINAL 4 858 643 844f 844f 547 410 484f 484f ,571 428 5 439 329 539f 539f 281 210 316f 316f • 293 . 219 6 254 191 375f 323 162 122 216f 206 169 128 1/16" Nk 7 160 120 271 203 102 76 158f' 130 107 80 rawer. 11747//0 -- "7F 8 107 80 181 136 68 52 116 86 71 54 AVINVI\\A . 13 2 3/16" 9 75 56 127 95 48 36 81 61 50 37 riArf /./ //'�/�1,, —It Sv' 55_ 41 93 70 35 26 60 45 36 27 } t 41 ., 31 69 52 26 20 44 33 27 21 7 1/3" 12 32 24 54 41 20 16 34 26 21 16 13 25 19 42 32 16 12 27 20 16 12 14 20 15 34 26 13 9 22 17 14 11 ,,x X 6 OK 4 X 8NOMINAL 6 579 434 651f 651f 370 277 449f 449f 386 289 r 7 364 273 479f 462 233 174 330f 295 243 181 ' 8 244 183 366f 310 155 117 252f 198 162 122 {' 1 /16" �� 9 171 128 289f 218 109 82 185 139 114 85 .7 10 125 94 212 159 80 60 •135 101 84 62 , : 1 /�iI►I�./� /. 11 94 71 159 119 G 0 45 101 76 62 47 '„ ■,, 1 2 7/8" 12 72 54 122 92 4G 34 78 59 48 36 :: �I/ // / / / //i• _ . y 13 57 4i3 97 73 37 28 62 47 38 29 ';: 1 5 1/4" or 14 46 35 78 59 29 22 , . 50 38 31 23 Id_ 7 1/8" 15 37 28 63 47 • . 24 17 40 30 .;.25 • 18 _x 16 31 23 52 • • 39 20 • 15 ' " 33 25 • : 15 'A`js 17 25 19 . 42 32 16 12 27 20 16 12 li; 18 21 16 36 27 14 10 23 17 14 11 1, X 6 Olt 5 X 8 NOMINAL 8 501 376 589f 589f 320 239 406f 404 334 250 , t 1/16" >ik 9 352 264 416f 416f 224 168 321f 285 234 176 b '4 / / / / //, . 4 I 10 256 192 378f 366 164 122 260f 208 171 128 0 ahlowasn \`m i 11 •193 146 312f 245 123 93 209 156 129 97 rL ///1m1!/ fli 3 21 /32 "' 12 148 111 251 188 95 71 160 120 99 74 l ORMIN\�11%' � L; 1 17 R13 198 149 75 56 126 95 78 59 n 5 1/4" or __>l t.z )• �l r''" > 157 118 60 45 100 75 62 47 . r 7 1/8" ' 15 76 57 129 97 49 37 83 62 51 38 I 16 63 47 107 80 4U 3U 68 52 42 32 1 z. •Sp:urs in excess ut 15 feet may require a spcecd length tally which tiiliers from standard mill production. • '1'u determine L/360 u r` 'Values marked "1" arc limited by bending strength. U)I••1.15 0 83628 FILLER KING COMPANY. HOMEDALE. .•tat , �: r:G GG.:..;.J .., is.` {. 1 i .►._. ..... - .. �`_:r!... _�, _�f �...� '. _.`.:Gi(:i...Z.tl. •s l.t 5 1.1, �d' i,' . '�� ........ , 4!.:! fi o a....: 0. • • . INSTALLATION ON ROOF The strongest and most economical design lay -up is: k IANDOM T.F..NGTH[ CONTINUOUS A random length continuous lay-up system is applied over three or more spans and each individual plank must bear on at least one supporting member. All joints shall be end matched and all planks shall be nailed together within one foot of each side of the end joint. End joints in adja- cent planks shall be at least two feet apart, and end joints in alternate planks shall joints more than one foot apart when measured along the span of the decking. Eliminate end joints in 1/3 of the end span course. A = wL . 130 Ft 2 �r Fb 6.67S Mows SIMPLE SPANS 1-0 --•. - 1 L _� >1 2ic BEAM SUPPORT This lay-up requires specified length decking and provides shorter spans than the random above. A = (5/384) (w'L4/EI) . F b = ----W- 1 - 2 -- A ■ Deflection, Inc li • Modulus of elasticity of the decking, lbs. per inch'. 1 ■ Moment of inertia for a 1.foot wide strip of decking, Inches'. MINOMMIIIII S • Section modulus for a 1.foot wide strip of decking, inches'. rb = Allowable unit stress for extreme fiber bending, lbs. per inch'. L .. S >an, inches. I L --� BEAM SUPPORT w - Unit load along a 1.foot wide strip of decking, lbs. per Inch. � 'ASTEN NG AND NAILING SCHEDULE • _ . nail the laminated decking to the beams as fo" -ows: 2" deck - 12d common or ring shank 3" deck - 20d or 30d common or ring shank 4" deck - 60d common or ring shank - pre -drill holes 5" deck - 60d common or ring shank - pre-drill holes Course nail the decking together every 30" with a slant nail as shown. Offset alternate courses by 15 ". Nail within 12" of each end joint. Slant nail along courses. 2" deck - 6d 3" deck - 8d 4" deck - 10d 5" deck - 16d -O .A - - - - -'� 15 " , —' " a A- �-- ° o 0 0 30" �+ a ° 12" Two nails _,34.— per ccr_rse into support , . ( 1 )4 Slanted nails spaced 30" Slant Nailings j� along each course, offset '4 15" in adjoining courses . 4 FILLER KING COMPANY, HOMEDALE, IDAHO 83628 4/9/93 • . . • . . . . . . ' . . .. . „ MEM IIIN SHUTLER JOB ltir_AL WI 1. 4 PS 2, MEM . • • . CONSULTING 0 Emorlimmuim ENGINEERS, INC . SHEET NO. ' 11°..1. " 4" ..... , OF — — ; ,p40494/ 14450 N.E. 29th Place, Suite 116 • CALCULATED BY ' DATE it .,., Bellevue, WA 98007 CHECKED BY DATE (206) 885-4473 FAX 869.8649 SCALE ' ' I ! ! ! i I 1 -1 1 I , --1-1 . v-4- 4- - -4 -----4 - --1- ---4 --- ! - 1--1----1----,-- - -- 1-- -.I .._.±.............._.:.........._____i_. __:._ ._ i t - 11C -71 i i ) /.±.."?..' . 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I , ! i 1 r ` • I I .-- 4-- — - -- f --- -- 1 1 — 1' i -- "i - t - a' 1 I t +* t , tottfr — ____....._ i , 1 , ... . _____1,_,(k..........r,__4 6_ — 7,,/ 2. ; A' I 1 1 1 /3 if 1 ... pe ot 3 1 t 1 1 I r I t i I I f 1 I I t 3 7 f 4 , , , • r ,, I . SHUTLER CONSULTING ENGINEERS Job GOLF Structural Engineers Sheet no.,'-/) 14450 N.E. 29th Place, Suite 104 Calculated by Bellevue, Washington 98007 Checked by (206) 885 -4473 Date 07-06 -1995 - - -- BEAMS flr 17 -- -- Dimensions Left cantilever Main span Right cantilever 4.67 Ft. 18.00 Ft. 0.00 Ft. Maximum Reactions Left support 26.43 Kips 'Rt. support 14.28 Kips Shear at left column -3.45 Kips / 22.98 Kips Shear at right column -14.28 Kips / 0.00 Kips Maximum Moments Negative moment Positive moment Negative moment O left column in center span O rt. column -16.10 Ft-K 77.86 Ft -K 0.00 Ft-K t 5.125 x 25.5 GLB Camber = 0.18 in, * • ttttttttttttttttt ttttttttttttttttttttttttttttttt (+Fb depth factor adjusted for L/D ratio & load pattern.) (..x, stress (Psi) Allowable stress (psi) Stress % fv = 164.0 Fv = 165.0 x 1,00 = 165.0 99,4 t +fb = 1682.1 +Fb = 2400.0 x 1.00 x 0.920 x 1,055 x 0,968 = 2253.2 74,7 % -fbl= 347.9 -Fb1 =2400.0 x 1.00 x ( 0,920 ( 0.980 ) = 2207,2 15.8 % No brace is required at the left cantilever (Lu= 5.37 ) Deflection = 0,34. in. _) L/ 636 Total Board Ft. = 385 - - -- OR - - -- ,� / / //0e1 i A ?s tt xtttttt tt tttttt tttttttttttttt$tttttttttttttttt � 4 d * 6.750 x 19.5 GIB Camber = 0.30 in, * A • ( +Fb depth factor adjusted for L/D ratio & load pattern.) Max. stress (psi) Allowable stress (psi) Stress t fv = 162,8 Fv = 165.0 x 1.00 = 165.0 98,7 t +fb = 2184.0 +Fb :2400.0 x 1.00 x 0.947 x 1.040 x 0.968 = 2288.6 95,4 % -fbi= 451.7 -Fb1 =2400.0 x 1,00 x ( 0.947 ( 1.000 ) = 2274.0 19.9 t No brace is required at the left cantilever (Lu= 5.37 ) Deflection = 0.58 in. _) L/ 375 Total Board Ft. = 393 ,.......... .. ............._ ..... ., .. - t;xr� +,},'ser�gr.,. � .,. .. ,. •.. .�. .mow -,n. at....._... ..,,.. SHUTLER CONSULTING ENGINEERS Job GOLF Structural Engineers Sheet no, �1,.t'•/2 14450 N.E. 29th Place, Suite 104 Calculated by Bellevue, Washington 98007 Checked by (206) 885 -4473 Date 07-06 -1995 Point loads Left cantilever Right cantilever Dead load. 1.190 Kips Dead load 0.000 Kips Live load 2.260 Kips Live load 0.000 Kips' Point load Dead load Live load Distance from number (Kips) (Kips) left end 1 4.32 8.10 6.00 ft. 2 4.32 • 8.10 12.00 ft. 3 • 4.32 8.10 • 18.00 ft. • . . AEI - • - __ SHUTLER JOG �5 g:tG "� 11111. CONSULTING 1111.1111111 — ,- ENGINEERS, INC SHEET NO. C " - / OF 1300 -114th Ave SE, Suite 250 CALCULATED BV • .� DATE / -� 9, Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450 -4076 SCALE - - - L t /,rAd , Ii EN • =I MEN . r 4. LvP'J� ►7�z - 3.?lid 0 y of / „re fir 11 -- I! T JT'T �_ �1 ..e z .m . _ 1..._ a l _ _ _ _ _ . 1 1 1 1 , 1 1 _ 4 rV L T J nH 4 PHT4 l �._ I _ _. _ _ i j l i .._.1 . '__ . - ------ fr : .? : ze,p' t____' j___i__ _L : _i__ .: , _. _-1__.__ a i �r� i Z f , I 1 • � i t ____4, -_._ _!.. i �. __ _ f— _ t. _%r .___ __ _a ._ _:L 1 ( .__- -..�__ f L __ .p t f i i aft ' ... „, '' ____I I _ _I ,j -- 1 4._._ii . _ . .__ _ I -_ __ 1 1 I _._,, _J ____ ___ , ___i _ _ 1_ . , ,,,, ( I rt I i I _____ tom. 3 _ , ? 7 _ .._._.._ -_,� .._, ! %.._...✓ _ _/ P... ✓_ /_:! _ -_- _- __- ...- --.- • f t. ! �j t --- 7 . e � .. .. L ' ”. f '�' ' , • 1/0, -- » ,... � ♦ ._ r!f I �� -N , __ .-.- I i i ; - =.j_ �___. -7. ! X18.. .__._ — _, , r 96 .._ ___ -_ -1.-.....L--- _ _T_. , ' _1. --• ' • i t 1 __.__.. i 1 " ' ._..1._ -._.. ._.._._..__ • ®/111111 .. . SHUTLER JOB— G ... -- � ®. . • CONSULTING - , ENGINEERS, INC SHEET NO. C Z OF Q" 1300 -114th Ave SE, Suite 250 CALCULATED BY i ' DATE 7� Bellevue, WA 98004 (206) 450.407$ CHECKED BY DATE FAX 450-4076 SCALE ____ _ _ . __. _ _ �_ __i_ _ . __ ! ___�_ t __ __ __1_.__ I � t • 0 OP_r . -J/ . ■ .. - fir'' ..1, %/''- � ' 3 le 1 al i i I l- 4 ! I I { i 1 1 I { t t I �� i - 1 i i t I t _____ __ _ I — 1 1 -1----- r 1 i , -1--I 1 ' ! r r, --- I --- —7- - 7 , . _ — } _ i 1 { f : 1 ' I --�_ — 1 ( --j - { ' 1._..,. .. i. _... l:. . _. , ...1 :, .. 1 i { 1 ! . • 1 ' i _ + ; ' t I I + 1 1 ! s t I I _ �— _t I i • ► � ' I 1 t . f ■ h i 1 1 ___�`__- �- '- "j•... _ ._.. �. .. _ +. .. { ! _ y - 1 _.. _ _ .i- _ ._ ` .._�.._.._ a _._,_♦ ...._._..... __. -._._ ._,-.. �1 i 1 1 ._ ! ' ' t 1 K'i • ....,. _....... , ... � . Line 1 Title : Line 2 Scope : Line 3 Number: Line 4 Misc : e =•? L ne 5 Dsngr : Date :17 - Nov -94 !cj STEEL COLUMN DESIGN Page DESCRIPTION )) COL AT A AND 6 )) COLUMN DATA DESIGN DATA AISC SECTION ))TS4X4X3 /16 Fy - 46 ksi TOTAL COLUMN HT. = 12.33 ft LOAD DURATION FACTOR = 1 COMBINE LL & ST ? N y/n SUPPORT FIXITY - --)) 1 (( 1 =Pin /Pin, 2 =Fix /Fix, 3 =Pin /Fix SIDESWAY 1 :Restrained, O :Free 4 =Fix /Pin, 5 =Fix /Free X-X AXIS - 1 (Bottom /Top) Y -Y AXIS = 1 UNBRACED LENGTHS: ' EFFECTIVE LENGTH FACTORS: X -X AXIS 12.33 ft X -X AXIS • 1 Y-Y AXIS = 12.33 ft Y-Y AXIS - 1 APPLIED LOADS AXIAL DEAD LOAD - 10 kips ECC, for X-X MOMENTS = in ' LIVE LOAD - kips ' ' Y-Y - in ' SHORT TERM - kips Dead Live Short SLoc ELoc X -X AXIS MOMENTS: TOP = 1.1 k -ft BOTTOM : k -ft BTWN ENDS = ft V AXIS MOMENTS: TOP - lc-ft � .. BOTTOM = k -ft BTWN ENDS = ft POINT LOADS: (k) X-X - ft Y-Y - ft UNIFORM: (k /ft) X -X - ft Y-Y = ft SUMMARY USE : TS4X4X3/16, Max Stress Ratio = 0.34 Load Comb,..)) Dead Live D +L DL +ST Formula 1.6 - la = 0.340 0.340 0,340 OK Formula 1.6 - lb - 0.263 0,263 0.263 OK Formula 1.6 - 2 • = OK Actual & Allowable Stresses... Fa : Allowable - 15.18 15,18 15.18 15.18 ksi fa : Actual - 3.61 3.61 3.61 ksi • Fb :xx : Allow [1.6-1a) = 30.36 30.36 30.36 30.36 ksi ' (1.6-lb & 1,6-2] = 30.36 30.36 30.36 30.36 ksi fb :xx Actual - 4.01 4,01 4.01 ksi Fb :yy : Allow [1,6-1a] = 30.36 30.36 30.36 30.36 ksi ' ' [1.6-lb & 1.6 -2) = 30.36 30.36 30.36 30.36 ksi fb :yy Actual - ksi Max X -X Axis Deflection = -0.097 in 0 7,15 ft from base Max Y-Y Axis Deflection = in 0 ft from base C i STEEL SECTION DATA • • DEPTH - 4.00 in I-xx = 6.5900 in "4 WIDTH = 4.000 in S-xx = 3.2950 in "3 FLANGE THICKNESS : 0.188 in R-xx = 1.542 in WEB THICKNESS = 0.188 in I-yy = 6.5900 in "4 AREA - 2.77 In "2 S-yy = 3,30 in "3 WEIGHT - 9.40 y /ft R-yy = 1.542 in • . . • . , ' . . • . . . . . . . . . • . . , . . . . . . ' ' . . . . . .. . .• ' , • . . ... .. .. . • • . . e .a., . . o s . ... .. . -.... . ., • . ........ ......... .... . .... /11111114111111111111N SHUTLER . JOB lift II '. - • .... CONSULTING C 111111VIIIMIIIII ENGINEERS, INC SHEET NO. f OF 1300-114th Ave SE, Suite 250 CALCULATED BY4./. • DATE • Bellevue, WA 98004 d.- CHECKED BY DATE (206) 450-4075 k. FAX 450-4076 1..........7. ,Ii... i i -4076 SCALE l iiil lii! 1 7 I _ ....„__ _ .........._.4____. __________ ...t_____J____. J____ _____F___4...___i_____;_____ , 1 , , 1 • [ I A; i •_____Lore 7 7 .4_,,4,j7•,-e..0.#9;" 11141111 , 1 1 iniiiiiiim el 1111 , Ii; 1 —1--- . 3 ---- e . .,‘ , . . . , I - 1111 " t • .. 1 up ,, . . ...UMW.. i NI i t 1 1 / 1 ■ 1 •I 111111i . 4.1 . 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' 1 1 , e ... 1 ,"" -- , I f 410 - 414. .T......."'erS4 7 f.-' i . ..L.......1_....)......__ _..._...i __ ! __,..° If' t: ...... 4 ....... • _. . ._, 1_,._____•_.._.:..,)__„ -- - .1]_÷ i , - 1 , lc ; 1 , 1, 1 , ; I I , I I - liel s / I let•i/.; I I ' 1----- - --i- -r - ! , -- i." -I 1 T - 1 - evT i Is -1 , — t I , 1 1 , 1 , .,,i , ', I -• • I i -- "t• — t — f - / 14 ' 1 i i, i i - -H I i 1 }, 1 ,, i. i i_ I 11_1 _I__ _J.__ ,I f? L__1 -1 --- 7 ---- - 1 - • - , - - 1 - ; 4 .. z ... : 1 ' -. 1 --;.- - 7 ! „ ' ,! 1 ' ! ' ''. i _Wel,' ... ; 1 I ' ■ 1 ■ ! I ; ■ ....4. : .. 4;41;t I .-..--.... 1 , , : ) ; - ,,,„ f. ,,,,, ) , , , 3.6..2- ! : , ., • ,,, , . , - 9( .. . : , , ,.._,...?..;,._ ( ,..... . . . , , , .. , „ , ,, ; • i , , : , , r . i t , I . • , ; , : i .! ; : ,•.6-1 ;.__. i 2 1 ; ,,---,." 1 - r - "1 ---;• ', 7' 1 - 1 - : 1 -- 7 ' i ', ', I ' ": 1 ', ! ! 1 • - - I / . , 1 , . , . : i I , , , i 1 . 1 „ 1 , I ; . ,,• ,I,4 i ‘,...*, i ,,,, , _ ' I 1 I 1 ■ i ! NW/ r...• or 7 l'' . .--e-. 6' e ; , • ; : i ; , ; 1 ; 1 i ii,7,,,,e . ,,,--; . I ; ‘ 1 : .. i , • . 1 i 'frt.:, I er : • • L i fie' y . _ . "Uaf 1 ... ... . JF }'Y° ra . ......_.._......,.a .,,.,_. : ,.,,.a. -. ..,. _ . .�:•, -. , STEEL COLUMN DESIGN Page DESCRIPTION )) COL AT GRIDS 2 AND L )) COLUMN DATA DESIGN DATA AISC SECTION ))TS5X5X1 /4 Fy = 46 ksi TOTAL COLUMN HT. = 10.5 ft LOAD DURATION FACTOR = 1.33 COMBINE LL & ST ? N y/n SUPPORT FIXITY -- -)) 1 (( 1: Pin /Pin, 2 =FiX /fix, 3 =Pin /fix SIDESWAY 1 :Restrained, O :Free 4 :Fix /Pin, 5 :Fix /Free X-X AXIS - 1 (Bottom /Top) Y -Y AXIS - 1 UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X-X AXIS : 10.5 ft X-X AXIS - 1 Y-Y AXIS = 10.5 ft Y -Y AXIS = 1 APPLIED LOADS AXIAL DEAD LOAD : 26 kips ECC. for X -X MOMENTS = in ' LIVE LOAD - kips ' Y -Y - in ' SHORT TERM - kips Dead Live Short SLoc ELoc X -X AXIS MOMENTS: TOP = 2,5 12,5 k-ft BOTTOM = k -ft BTNN ENDS = ft Y-Y AXIS MOMENTS: TOP - k-ft BOTTOM = k-ft BTWN ENDS : ft POINT LOADS: (k) X-X - ft Y-Y - ft UNIFORM: (k /ft) X-X - ft Y-Y - ft SUMMARY USE : TS5X5X1 /4, Max Stress Ratio = 0.81 Load Comb,..)) Dead Live DiL DLtST Formula 1.6 - la = 0.382 0.382 0.660 OK Formula 1.6 - lb = 0.351 0.351 0.814 OK Formula 1,6 - 2 : OK Actual & Allowable Stresses... Fa : Allowable = 20.43 20.43 20,43 27.17 ksi fa : Actual - 5,66 5.66 5.66 ksi Fb :xx : Allow (1,6 -1a] = 30.36 30.36 30.36 40,38 ksi ' (1.6-lb & 1.6-2) = 30.36 30.36 30.36 40,38 ksi fb :xx Actual = 4.44 4.44 26,63 ksi Fb :yy : Allow (1.6-la] : 30.36 30.36 30.36 40.38 ksi ' (1.6-lb & 1.6-2] _ • 30.36 30.36 30.36 40.38 ksi fb :yy Actual - ksi Max X-X Axis Deflection = -0.374 in / 6.09 ft from base Max Y -Y Axis Deflection : in Q ft from base 1 STEEL SECTION DATA DEPTH = 5.00 in I -xx = 16.899 in "4 - WIDTH = 5.000 in S-xx = 6.7599 in "3 FLANGE THICKNESS = 0.250 in R -xx : 1.919 in WEB THICKNESS = 0.250 in I-yy = 16.899 in "4 AREA - 4,59 in "2 5-yy : 6,76 in "3 • WEIGHT = 15.58 M /ft R-yy = 1.919 in r -T Line 1 Title : Line 2 Scope : Line 3 Number: Line 4 • Misc : • • I SHUTLER �. ' 7' IMO' • CONSULTING ' 111111,111111 ENGINEERS, INC SHEET NO, �" E' OF 1 ..� CALCULATED BY DATE t 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE i, • (206) 450.4075 i FAX 450 -4076 SCALE ' ■ cere , ,�xv -1 x%t, 1 1 7' ,sue � - - -----i- - -- __ [ I 11 gri ■ .,�� -/ . 1:rI - ■ I _ _1__ J I _ — ___ I i F 20 AI l , .........4 4 : 1 _,LIL - _ ....k.,.....f...:+.......i....„ _____1....___________t _el. ..1 . je- , -----r-T2----7- „0 1 ) ...• ,.., ...z 21 it fro 1 i _( 1 1! i i , 1 11 1 -? I 1 �,. 1 1 I l i i l 1 1 y 1 - ! i t 1 i ! 1 ( - -1/-4/,7•70 1_ - - -I - I• --r-- - {- ---* -_ i. -___., _j_- --H _ � — f - 1 -- - - - -- t-- - ' -- i - ---t - tom - r--- j _ f_ - - i :.__ 1 ___�_ 1 __. _ , __ l _ _ i_- - -i--- !. - __ _ ____ ;.._ .... i . . __ - 1 1 c. M ,,,,,_,., 1 f r,,,.,...., 1 1 t ! ' ! i ` , '' „rd.) i. ! t i ! 1 ,,,,,, _ _ ; :i f , ._-1------;----1-------i*--- !;--- -- 1, -- I= 1 /-r ?..??_..."-:i_.- '2O " r i . _ � ■ 1 1 • r S �, t 1 i : 1 1 : 47.0 _,7 'id ' ;/..„7/ 1 ''' ' 1 ' ; I 1 1 i i 1 1 ; i ,. 1 1 1 I ` li, _1( 1,,,, 1 r ' • / . i y� ` . � r��� � ,.._ , 1 . ._..�._ i _ _,.._ _ ' . fi r , A . ,?Y ._..�. . ..... 4%?1__ � r • 1 - - _ . - -� _ . ..._....t.. /� . -. --- / 6...__- .. -,._ .f .6;00,/a.: ~,'r - _,. . « - - ° - i - - - . ( -4-.......---.L.- ._._. ' . 1 i i 1 I i ... .. ... ! : ,. .1..... , .. _ .- _ 4_ _ . .._, _ . __.. ._- '- = ___ _: -- ---- , • . c. t i i 1 * • ' 1 - .-- -.. I _ ... i .. -. ... .. _. ... - , .._. ._.._ f . _. ... '1• " f '_ - ._ ...... .- _ f - ^ ___. •__i__ -. .•; _,.f.._... {._ ..y...._.....,}. _._- ._w._..-- y- _.. -.... ` #F f • 1 N , it 1 1. . G -, • • Line 1 Title : G t✓ Line 2 Scope : Line 3 Number: C-* 2 Line 4 Misc : Line 5 Dsngr : Date:08-Jul -95 STEEL COLUMN DESIGN Page DESCRIPTION )) COL AT GRID B AND 4 >> COLUMN DATA DESIGN DATA AISC SECTION ))TS4X4X3 /16 Fy - 46 ksi TOTAL COLUMN HT. - 12 ft LOAD DURATION FACTOR = 1 COMBINE LL & ST ? N y/n SUPPORT FIXITY ---)) 1 (( 1: Pin /Pin, 2 :Fix /Fix, 3 :Pin /Fix SIDESWAY 1:Restrained, O :Free 4 :Fix /Pin, 5 =Fix /Free X -X AXIS - 1 (Bottom /Top) Y-Y AXIS : 1 UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS X-X AXIS - 12 ft X-X AXIS - 1 Y -Y AXIS : 12 ft Y-Y AXIS is 1 APPLIED LOADS AXIAL DEAD LOAD' : 22.3 kips ECC. for X-X MOMENTS : in ' LIVE LOAD - kips ' ' Y -Y ' : in ' SHORT TERM - kips Dead Live Short Sloe ELoc X-X AXIS MOMENTS: TOP - 2.4 k -ft BOTTOM : k -ft BUN ENDS : ft Y -Y AXIS MOMENTS: TOP : k-ft BOTTOM : k-ft BTWN ENDS : ft POINT LOADS: (k) X -X - ft Y-Y - ft UNIFORM:. (k /ft) X -X - ft Y -Y - ft SUMMARY USE : TS4X4X3 /16, Max Stress Ratio : 0.84 Load Comb...)) Dead Live D +L DL+ST . Formula 1.6 - la - 0.840 0.840 0.840 OK Formula 1.6 - lb - 0.580 0.580 0.580 OK Formula 1.6 - 2 - OK Actual & Allowable Stresses... ' • Fa : Allowable = 15.67 15.67 15.67 15.67 ksi fa : Actual - 8.05 8.05 8.05 ksi Fb :xx : Allow [1.6-1a) : 30,36 30.36 30.36 30.36 ksi ' [1.6-lb & 1.6-2) _ 30.36 30.36 30.36 30.36 ksi fb:xx Actual - 8.74 8.74 8,74 ksi Fb:yy : Allow [1.6-1a) : 30.36 30.36 30.36 30.36 ksi ' [1.6 -lb & 1.6 -2) : 30.36 30.36 30.36 30,36 ksi fblyy Actual - ksi Max X-X Axis Deflection : -0.200 in @ 6.96 ft from base Max Y -Y Axis Deflection : in 0 ft from base STEEL SECTION DATA DEPTH - 4.00 in I-xx : 6.5900 in "4 WIDTH : 4.000 in S-xx : 3,2950 in "3 FLANGE THICKNESS : 0.188 in R-xx : 1.542 in WEB THICKNESS = 0.188 in I-yy : 6.5900 in "4 AREA = 2.77 in "2 5-yy : 3.30 in "3 UrII _ 0 AA YIF1 D.vv _ 1 [A9 ;.. anall11111 SHUTLER JOB c ,tOl.so -• MIM■ • . 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( . 4 hY : +v- ". r.• ;•,c ; "d:rt`:i. ^,}. ,'�'iO'.r.(Cn NJ,•'.•::.. »... u mwn. r. mwna r #..wtcea:a4X4PeA^FRISPi?3; 4-‘5 NODAL DATA ; Global Default Temperature = 0,00 NODE ; Coordinates Boundary Restraints Node `� LABEL X Y X-dof Y-dof Z-dof Temp . (ft) (0,1,2,in,K- in,radiens)- - ---(F)--- '' 1 0 O le 1✓ 1 0 U 1 0 10.5 if 0 Pi 3 0 12.5 tii, 0 J1� 1 4 0 14.5 �" 0 " j,? # ' 5 0 23' 0 /� A' j a 6 10 234', 0 , r J0 7 10 12.5 6f 0 " 8 10 2� 0 9 10 0 e 1 be 1 "'/ 0 • BEAM DATA Beam Property End Releases '! Beam Definition Label I-end ; 3 -end BEAM Length I-node 3-node -or- Tag x y 2 ; x y z LABEL (ft) 1 - 2 coil 1 10.500 ' 2 - 3 coil 2 2.000 3 - 4 coil 3 2.000 4 - 5 coil 4 8,500 6 - 7 col2 1 " 5 10.500 7 - 8 col2 6 10.500 (.. 8 - 9 col2 7 2.000 5 - 6 bill 1✓ 1V 8 10.000 3 - 7 bm2 lv 1 "1 9 10.000 4 - 6 bracel 1 y 1v 10 13.124 2 - 8 brace2 1 ✓ 1 11 13,124 NODAL LOAD DATA V ' 7 � v , .. �� � NODE ; Nodal Loads (K,K-ft) ; i•load Case'Facto LABEL ; Global .X Global Y Moment 1 2 3 4 5 3 -5.95 i 1 3 -11.2 1 3 11 1 6 -2.43 1, 1 6 -4 i l 1 6 8.06 1 7 -4.55 1 - 7 -7,3 1 3 9.6' 1 • 6 ; ✓ 10.7 1 �. '4." • • ":,, .,... .. ... .. ..,. ..... ,,.. ..._... ..,....,,. v., ,.. ...u,., :. .. ,...: •r�.i .....x: ..GS.t, /�S;.,te Zr, ., .r, „_. ,r . J 'T " ? +: °,., iotiSi�,., .MLtP ; ^ .7 ?.. �A.a }au"Ai3,(ht fir ,'.Yafa::+rrbataM >.�er..•.•, -,. o.- ,.. .. ........ ... .. .... • LOAD COMBINATION DATA Combination ;Run; Stress ; Lod Case Multipliers 1 Factors Y-Load Description 1? ;Increase; 1 J 2 / 3 4 5 1 Xgrav Ygrav Flag 1 1 :DL 1 1 1 1 -1 2 :DL +WL 1 1.33 • 1 1 v i -1 3:DL +E0 1 1.33 1 ✓ . 1 U -1 4:D,L,.5SL,W 1 1.33. 1 1 0.5 14/ i -1 5 :D,L,EQ 1 1.33 1 1 1' -1 • 9: 1 _ 10: 1 -1 11: 1 -1 12: 1 -1 • 13: 1 -1 • /Wt. AP/lltol-e0e. '/JfeAV/J NODAL DISPLACEMENTS AN, PRING /SUPPORT REACTIONS NODE ; Load ; D'► • (in, rad) ; Reactions (k,k-ft) LABEL ; Comb. ;I ' Rotation ; X Y Rotation 1 1 -0.000 -0.000 0.00004 0.00 5.95 0.00 1 2 -0.000 0.000 -0.0052 2.46 -26,34 0.00 1 3 -0.000 0.000 -0.0051 2.78 -30.66 0.00 1 4 -0.000. 0.000 - 0.0051 2.47 -15.14 0.00 1 5 - 0.000' 0.000 -0.0050 2.78 -19.46 0.00 2 1 -0.004 -0.006 0.00000 0.00 0,00 0.00 2 2 1.847 0.027 -0.0335 0.00 0.00 0,00 2 3 1.989 0.031 - 0.0370 0.00 0.00 0.00 2 4 1.838 0.015 -0.0335 0.00. 0.00 0.00 2 •'5 1.979 0.020 -0.0370 0,00. 0'.00 0.00 3 • 1 -0.004 -0.007 -0.0000 0.00 0.00 0.00 3 2 2.704 0.028 -0.0346 0.00 0.00 0.00 3 3 2.943 0.033 -0,0389 0.00 0.00 0.00 3 4 2.694 0.014 -0.0346 0.00 0.00 0.00 3 5 2.931 0.019 -0.0388 0.00 0.00 0.00 4 1 -0.004 -0.007 -0.0000 0,00 0,00 0.00 4 2 3.407 0.030 -0.0227 0.00 0.00 0.00 4 3 3.740 0.035 -0,0260 0.00 0.00 0.00 4 4 3.397 0.016 -0.0227 0.00 0.00 0.00 4 5 3.728 0.022 - 0.0259 0.00 0.00 0.00 5 1 0,002 -0.007 -0.0000 0.00 0.00 0.00 5 2 3.527 0,030 0.00963 0.00 0.00 0.00 5 3 3.884 0.035.0.01089 0.00 0.00 0.00 5 4 3.519 0.016 0.00960 0.00 0.00 0,00 5 5 3.869 0.022 0.01091 0.00 0.00 0.00 6 1 0.002 -0.013 -0.0000 0.00 0.00 0.00 6 2 3.514 -0.047 -0.0063 0.00 0.00 0,00 6 3 3.869 -0.055 -0.0073 0.00 0.00 0.00 6 4 3.506 -0.063 -0.0064 0.00 0.00 0.00 6 5 3.854 -0.065 - 0.0072 0.00 0.00 0,00 7 1 -0.004 -0.010 0.00003 0.00 0.00 0,00 7 2 2.708 -0.031 0.02049 0.00 0.00 0,00 7 3 2.947 -0.035 0.02168 0.00 0.00 0.00 7 4 2.698 -0.044 0,02056 0.00 0.00 0.00 7 5 2.936 -0.046 0.02176 0.00 0.00 0,00 8 1 -0.000 -0.002 0.00001 0.00 0.00 0.00 8 2 1.773 -0.009 -0.0632 0.00 0.00 0.00 8 3 1.908 -0,010 - 0.0681 0.00 0.00 0.00 8 4 1.772 -0.011 -0.0631 0.00 0.00 0,00 8 5 1.906 -0.012 -0.0680 0.00 0.00 0.00 9 1 0.000 -0.000 0.00001 -0.00 6.98 0.00 9 2 0.000 -0.000 -0.0792 -21.52 39.27 0.00 9 3 `1 0.000 -0.000 -0.0852 -23.08 43.59 0.00 9 4 •i ' 0.000 -0.000 -0.0791 -21.53 48.57 0.00 9 5 1 0.000 -0.000 -0.0851 -23.08 50.89 0.00 BEAM END FORCES BEAM ;Load ; I Node End v 3 Node End LABEL ;Comb.; Axial Shear Moment Axial Shear Moment (K) (K)---- (K-ft) - -- - - - (K) (K)---- (K -ft) -- 1 1 5.950 -0.004 0.000 -5.950 0.004 -0.039 1 2 -26.338 -2.464 -0.000 26.338 2.464 - 25.874 1 3 -30.660 -2.776 -0.000 30.660 2,776 -29.151 1 '4 -15.138 -2.468 -0.000 15.138 2.468 - 25.918 1 5 -19.460 -2.779 -0.000 19.460 2.779 -29.177 2 1 5.954 0.001 0.039 -5.954 -0.001 -0.038 2 2 -4.558 23.160 25,874 4.558 - 23.160 20.446 2 3 -7.309 24.695 29.151 7.309 - 24.695 20.240 2 4 6.647 23.161 25.918 -6.647 -23.161 ' 20.403 2 5 3.893 24.696 29.177 -3.893 -24.696 20.215 3 1 0.004 -0.000 0,038 -0.004 0.000 -0.038 3 2 -10,508 8.060 - 20.446 10.508 -8,060 36.566 3 3 - 13.259 10.700 - 20.240 13.259 - 10.700 41.640 3 4 -10.503 8.060 -20.403 10.503 -8.060 36.523 3 5 - 13.257 10.700 -20.215 13,257 - 10.700 41.615 4 1 0.000 0.004 0.038 -0.000 -0.004 0,000 4 2 0.000 -4.302 -36.566 -0,000 4.302 0,000 4 3 0.000 -4.899 -41.640 -0.000 4.899 -0.000 4 4 0.000 -4.297 - 36.523 -0.000 4.297 -0,000 ,,. 4 5 -0.000 -4.896 - 41.615 0.000 4.896 -0.000 5 1 2.426 0.000 0.000 -2.426 -0.000 0.000 5 2 12.938 0.000 0.000 -12.938 -0.000 0.000 5 3 15.689 -0.000 0,000 -15.689 0.000 0.000 5 4 14,933 0.000 0.000 - 14.933 -0,000 0.000 5 5 15.687 0,000 0.000 -15.687 -0.000 0.000 6 1 6.976 -0.001 -0,000 -6.976 0.001 -0.007 6 2 17.488 -4.100 0,000 - 17.488 4.100 43.048 6 3 20.239 -4.395 0.000 - 20.239 4.395 -46.153 6 4 26.783 -4.101 0.000 - 26.783 4.101 -43.057 6 5 27.537 -4.396 0.000 - 27.537 4.396 -46.157 7 1 6.980 0.004 0.007 -6.980 -0.004 0.000 7 2 39.268 21.524 43.048 - 39.268 - 21.524 -0,000 7 3 43.590 23.076 46,153 -43.590 - 23.076 -0.000 7 4 48.568 21.528 43.057 - 48.568 - 21.528 -0,000 7 5 50.890 23.079 46,157 - 50.890 -23.079 -0,00 8 1 -0.004 0.0W' 0. 0 0,004 0.000 0,600 8 2 4.302 0.000 0,000 -4,302 0.000 0.000 8 3 4.899 0.000 0.000 -4.899 0.000 0,000 8 4 4.297 0.000 0.000 -4.297 0.000 0.000 8 5 4,696 0.000 0.000 -4.896 0.000 0.000 9 1 -0,001 0.0641 0.06 0.001 0.000 0.000 9 2 -4.100 0.000 0.000 4.100 0.000 0.000 • : 9 3 -4.395 0.000 0.000 4.395 0.000 0.000 9 4 -4.101 0.000 0.000 4.101 0.000 0.000 9 5 -4.396 0,000 0.000 4,396 0,000 0.000 ..... .. w.:... ..:....f�: .: i... r r . %'v ":•:'.•1.x:' ly: t :- "rV,f;:i.C.'• „tYSi•t:'8•:.; itl..4 ! ? N1'n "vrW wnw..••. .. .. .. ... .. «,.r.eei+a.+i•.n.n n9w. ..i't+z'.... X; . YZ' eY2' iM] Z+f` MY .Mt.mrr;.4`LAh•irrrx +..wz..... s..w•r • BEAM END FORCES • 1 " BEAM ;load ; I Node End 3 Node End LABEL ;Comb.; Axial Shear Moment Axial Shear Moment (K) (K) . (K -ft),, - - -(K) (K)- -+I(K-ft)- 10 1 0.006 0.000 0.000 -0.006 -0.000 0`600 • 10 2 -16.224 -0.000 0.000 16.224 0.000 0.000 10 3 -20.473 0.000 0.000 20.473 -0.000 0.000 10 4 -16.218. -0.000 0.000 16.218 0.000 0.000 10 5 -20.469 - 0.000. 0.000 20.469 0.000 0.000 11 1 0.006 0.00r 0.000 -0.006 0.000 0.000 11 2 33.630 0.000 0.000 -33.630. -0.000 0.000 11 3 36.055 -0.000 0.000 -36.055 0.000 0.000 11 4 33.637 0.000 0.000 -33:.637• ,-0.000 0.000 •• 11 5 • 36.059 -0.000 0.000 -36.059 0.000 0.000 . • • ... .....n ,,,.. ..s.r :.:Ft, , fro 1.v.,N.,''.9 , ,y ,, p , ;• i.t...:ti,, 'tti,e-,, ,,, , w.).r:'!S"•. „ ,-, ?eE.�»,_a; +:° „... . „.,,ni^ , ,,,_ .....____ NODAL DATA ; Global Default Temperature _ 0.00 4"/, NODE Coordinates' Boundary Restraints ; Node LABEL X Y X-dof Y -dof Z-dof ; Temp (ft) (0,1,2,in,K- in,radians) -- --- (f) - -- 1 0 0 1 1 0 i 2 0 10.5 0 3 0 12.5 0 74 P 4 0 14,5 0 5 0 23 0 6 10 23 0 (i �� 7 10 12.5 0 ,f . 8 10 2 0 • 9 10 0 1 1 0 BEAM DATA Beam Property ; End Releases ; ; Beam Definition Label ; I -end ; J -end ; BEAN ; Length I-node J -node -or- Tag ; x y z ; x y z ; LABEL ; (ft) 1 - 2 coil 1 10,500 2 - 3 coil 2 2.000 3 - 4 coil 3 2.000 4 - 5 coil 4 8.500 6 - 7 co12 1 5 10.500 7 - 8 colt 6 10.500 8 - 9 colt 7 2,000 5 6 bml 1 1 8 10.000 3 - 7 bm2 1 1 9 10.000 4 - 6 bracel 1 1 10 13.124 2 - 8 brace2 1 1 11 13.124 NODAL LOAD DATA NODE ; Nodal Loads (K,K-ft) ; Load Case Factors LABEL ; Global X Global Y Moment; 1 2 3 4 5 3 i -5.95 i 1 3 -11.2 1 3 -11 . 1 6 -2.43 1 6 -4 1 , 6 -8.06 1 7 -4,55 1 7 -7.3 1 3 -9.6 • 1 6 -10.7 1 . • • • . .... ... ... _....+...........« r.u.iKwam•+¢w.t?mMM<a•:,5.!hvri R�+.4'Fl: +`SwN'4YVw•s�.M.w '+rwns•n.nwmi.. • LOAD COMBINATION DATA '2'2.- Coabination ;Run; Stress ; Load Case Multipliers ; Factors Y -Load Description ; ? :Increase; 1 2 3 4 5 ; Xgrav Ygrav Flag 1 :DL 1 1 1 ; -1 2 :DL +WL 1 1.33 1 1 -1 3:DL +E0 1 1.33 1 1 -1 4 :D,L,.5SL,W 1 1.33 1 1 1 5 :D,L,E0 1 1.33 1 1 1 -1 . 10;.. 11: 1. -1 12: 1 • • • { r NODAL DISPLACEMENTS AND SPRING/ NODE ; Load ; 0 al. •nt • (in, rad) ; Reactions (k,k -ft) t✓ LABEL ; Comb. ; Rotation ; X Y Rotation /N � 1 1 -0.000 -0.000 0.00004 0.00 5.95 0.00 1 2 0.000 -0.000 0.00530 -2.46 38.24 0.00 1 3 0.000 -0.000 0.00523 -2.77 42.56 0.00 1 4 0.000 -0.000 0.00539 -2.45 49.44 0.00 1 5 0.000 -0.000 0.00532 -2.77 53.76 0.00 2 1 - 0.004 -0.006 0.00000 0.00 0.00 0.00 2 2 -1.855 -0.039 0.03355 0.00 0.00 0.00 2 3 -1.998 -0.043 0.03708 0.00 0.00 .0,00 2 4 -1.864 -0.0500.03359 0.00 0.00 0.00 2 5 -2.007 -0.055 0.03714 0.00 0.00 0.00 3 1 -0.004 -0.007 -0.0000 0.00 0.00 0.00 3 2 -2.712 -0.042 0.03465 0.Q0 0.00 0.00 3 3 -2.951 -0.047 0.03891 0.00 0.00 0.00 3 4 -2.722 -0.056 0.03468 0.00 0.00 0.00 3 5 -2.962 -0,061 0.03895 0.00 0,00 0.00 4 1 -0,004 -0.007 -0.0000 0.00 0.00 0.00 4 2 -3.415 -0.044 0.02273 0.00 0.00 0,00 4 3 -3.747 -0.050 0.02596 0.00 0.00 0.00 • 4 4 -3.425 -0.058 0.02273 0.00 0.00 0.00 4 5 -3.759 -0.063 0,02600 0.00 0.00 0.00 `�•- 5 1 0.002 -0.007 -0.0000 0.00 0.00 0.00 5 2 -3.524 -0.044 - 0,0097 0.00 0.00 0.00 5 3 -3.881 -0.050 -0.0110 0.00 0.00 0,00 5 4 -3.532 -0.058 -0.0097 0.00 0.00 0.00 5 5 -3.895 -0,063 -0.0110 0.00 0.00 0.00 6 1 0.002 -0.013 -0.0000 0.00 0.00 0.00 6 2 -3.511 0.020 0.00630 0.00 0,00 0.00 6 3 -3.866 0.028 0.00722 0.00 0.00 0,00 6 4 -3.519 0.004 0.00629 0.00 0,00 0.00 6 5 -3.881 0.017 0.00725 0.00 0,00 0.00 7 1 -0.004 -0.010 0.00003 0.00 0.00 0.00 7 2 -2.716 0.010 -0.0204 0.00 • 0.00 0.00 7 3 -2.955 0.015 -0.0216 0,00. 0.00 0,00 7 4 -2.726 -0.003 -0.0203 0.00 0.00 0.00 7 5 -2.966 0.004 -0.0215 0.00 0.00 0.00 8 1 -0.000 -0.002 0.00001 0.00 0.00 0.00 8 2 -1,774 0.006 0.06329 0.00 0.00 0.00 8 ; 3 -1.909 0.007 0.06814 0.00 0.00 0.00 . 8 ; 4 -1.775 0.004 0,06334 0,00 0.00 0.00 8 5 -1.911 0.005 0.06821 0.00 0.00 0.00 9 l 0.000 -0,000 0,00001 -0.00 6.98 0.00 9 2 -0.000 0.000 0.07923 21.52 -25.31 0.00 9 3 -0.000 0,000 0,08523 23.07 -29,63 0.00 9 4 -0.000 0.000 0.07929 ' 21.51 -16.01 0.00 9 5 -0.000 0,000 0.08530 23.07 -22.33 0.00 C . i BEAM END FORCES 1 BEAM ;Load ; I Node End 3 Node End 1 IC LABEL ;Comb.; Axial Shear Moment Axial Shear Moment �,: (K) (K)---- (K- ft) - -- - - -(K) (K)---- (K-ft) -- 1 1 1 5.950 -0.004 0.000 -5.950 0.004 -0.039 j 1 2 38.238 2.457 0.000 - 38.238 -2.457 25.795 1 3 42,560 2.769 0.000 -42.560 -2.769 29.072 1 4 49.438 2.452 0.000 -49.438 -2.452 25.751 I 1 5 53.760 2.766 0.000 - 53.760 -2.766 29.047 4 2 1 5.954 0.001 0.039 -5.954 -0.001 -0,038 2 2 16.465 - 23.158 - 25.795 - 16.465 23.158 - 20.522 2 3 19.217 -24.694 - 29.072 - 19.217 24.694 - 20.316 2 4 27.669 -23.158 - 25.751 - 27.669 23.158 -20.564 2 5 30.419 - 24.694 - 29.047 - 30.419 24.694 - 20.341 « 3 1 0.004 -0.000 0.038 -0,004 0.000 -0.038 i 3 2 10.515 -8.060 20.522 - 10.515 8.060 - 36.642 3 3 13.267 - 10.700 1 20.316 -13.267 10.700 - 41.716 3 4 10.519 -8.060 20.564 - 10.519 8.060 -36.684 3 5 13.269 -10.700 20.341 -13.269 10.700 - 41.741 $1 1, 4 1 0,000 0.004 0.038 -0,000 -0.004 0,000 ,t 4 2 -0,000 4.311 36.642 0.000 -4.311 0.000 4 3 -0.000 4.908 41.716 0.000 -4.908 -0.000 4 4 -0.000 4,316 36.684 0.000 -4.316 -0.000 4 5 0.000 4.911 41.741 -0.000 -4.911 0.000 , (_ 5 1 2.426 0.000 0.000 -2.426 -0.000 0.000 ?:( 5 2 -8.085 -0.000 -0.000 8.085 0.000 0.000 `% 5 3 -10.837 0.000 0,000 10.837 -0,000 0.000 5 4 -6,089 0.000 0.000 6.089 -0.000 0,000 `4 5 5 -10.839 0.000 0.000 10.839 -0,000 0.000 6 1 6.976 -0.001 -0.000 -6.976 0.001 -0.007 6 2 -3,535 4.098 -0.000 3,535 -4.098 43,033 , 6 3 -6.287 4.394 0.000 6,287 -4,394 46.138 6 4 5.761 4.098 0.000 -5,761 -4.098 43.025 <� 6 5 1,011 4,394 -0.000 -1.011 -4.394 46.133 d 4 7 1 6.980 0.004 0.007 -6,980 -0.004 0.000 7 2 -25.308 - 21.517 - 43.033 25,308 21.517 0.000 7 3 -29.630 -23.069 -46.138 29.630 23.069 -0.000 t 7 4 -16.008 - 21.512 -43.025 16.008 21.512 -0.000 N 7 5 -22.330 - 23.066 - 46.133 22.330 23.066 0.000 , 8 1 -0.004 0.000 0.000 0.004 0.000 0.000 t 8 2 -4.311 0.000 0.000 4.311 0.000 0.000 . 8 3 -4.908 0,000 0.000 4.908 0,000 0.000 8 4 -4.316 0,000 0.000 4.316 0.000 0.000 S° 8 5 -4.911 0.000 0.000 4.911 0,000 0,000 f 9 1 -0.001 0.000 0.000 0.001 0.000 0.000 4. 9 2 4.098 0.000 0,000 -4,098 0.000 0,000 9 3 4.394 0.000 0.000 -4.394 0.000 0.000;: 9 4 4.098 0.000 0.000 -4.098 0.000 0.000 9 ; 5 4.394 0,000 0.000 -4.394 0.000 0.000 f e. 71 L. „.. .. ..... .. .. ... .. .. ,t y,.«r. rv'::.."; my at` i' t'S?`.F:"`:'`"�3.;Y,:.�;;iti - "S `.. ."s:'.J4::t�•, :�.f� .!f:`��'s; f'r .:.A::7 `Nf.rr+r:m e•+i�r BEAM END FORCES BEAM :Load : I Node End J Node End LABEL \;Comb,; . Axial Shear Moment Axial Shear Moment (K) (K)-- - -(K -ft) - -(K) (K)-- - -(K -f t) -- 10 1 `' ----„,0.006 0.000 0.000 -0.006 -0.000 0.000 10 ' 16.236 -0.000 0.000 -16.236 0.000 0.000 10 3 20.484, -0.000 0.000 -20.484 0.000. 0.000 10 44-. 16.243\\ -0.000 0.000 -16.243 0.000 0.000 10 5 20.488 1-0.000 0,000 -20.488 0.000 0.000 • 11 1 0.006 0.000 0.000 0.006 -0.000 0.000 11 2 - 33.618 0.000, 0.000 33.618 0.000" 0.000 . 11 .3 -36.043 =0.000 . 0.000 36.043 0:000" 1.000 11 4 -33.612 0.000 0.000 33.612 -0.000 0.000. 11 5 36.040 MOO 0 :000 36.040 0:000 0.000 • • • i NODAL DATA ; Global Default Temperature = 0.00 4 NODE Coordinates Boundary Restraints Node II -- a LABEL X Y X -dof Y -dof Z -dof Temp 2,1)1i' (ft) (0,1,2,in,K- 1n,radians) -- --- (F) - -- 1 1 0 0 1 1 0 • 2 0 10.5 0 . 3 0 12.5 0 I 4 0 14.5 0 5 0 23 0 . 6 10 ' 23 0 7 10 ' 12.5 0 8 10 2 0 9 '10, 0 1 1 0 .; BEAM DATA , . • •. ' Beam Property End Releases Beam i Definition Label I -end ; J -end BEAM Length ' P I -node J-node -or- Tag x y z ; x y z LABEL (ft) 1 - 2 coll 1 10.500 n 2 - 3 coil 2 2.000 3 - 4 coil 3 2.000 , 4 - 5 toll ; 4 ; 8.500 6 - 7 co12 1 ; 5 ; 10.500 0,0 7 - 8 coil 6 10.500 G 1 '�_ 8 - 9 coll 7 2.000 G e• 5 - 6 boil 1 1 8 10.000 ,- / � 3- 7 bs2 1 1 9 10.000 0d , i 4 6 bracel 1 1 10 13,124 /ee , 4 ` 2 9 brace2 1 , 1 11 14.500 • - —,.� , . BEAM PROPERTIES AISC /Other Area Inertia Elastic Weight Coef. of; fy Y -Y • ( Property SECTION I-xx Modulus Density Therm Ex; Axis Tag PROP, LABEL (in "2) (in "4) (Ksi) (K /ft "3) ( /100F); Flag Default 29000 0.00065 36 CN coil ts6x6x3 /8 8.08 41,6 29000 �o V ' co12 ts4x4x3 /16 2.77 6.59 29000 ��� 0,I } bml 25 111 1600 bm2 69 1051 1800 bracel ts5x5x3 /16 3,52 13.4 29000 ; brace2 ts5x5x5/16 5,61 20.1 29000 s,t • `{ f , µ '1( NODAL LOAD DATA NODE ; Nodal Loads (K,K -ft) 1 Load Case Factors LABEL ; Global X Global Y Moment; 1 2 3 4 5 3 -5.95 1 3 -11.2 1 3 -11 1 6 -8.06 1 1 6 -10.7 LOAD COMBINATION DATA Combination ;Run; Stress ; Load Case Multipliers ; Factors Y -Load Description ; ? ;Increase; 1 2 3 4 5 ; Xgrav Ygrav Flag 1 :DL 1 1 1 -1 • 2:DL +WL 1 1.33 1 1 ; -1 3:DL +E0 1 1.33 1 1 ; -1 4:D,L „55L,W 1 1.33 1 1 0.5 1 -1 .,' 5:D,L,EO 1 1.33 1 1 1 -1 6: 1 -1 7: 1 -1 8: 1 ; -1 9: 1 ; -1 10: 1 -1 11: 1 -1 12: 1 -1 13: 1 -1 E Ft, G�8 NODAL DISPLACEMENTS AND SPRING /SUPPORT REACTIONS NODE ; Load ; Displacements (in, rad) ; Reactions (k,k -ft) LABEL ; Comb, ; X Y Rotation ; X Y Rotation 1 1 -0.000 -0.000 0.00003 0.00 5.95 0.00 1 2 0.000 -0.000 -0.0052 -2.63 38.24 0.00 1 3 0.000 -0.000 -0.0058 -2.96 42.56 0.00 1 4 0.000 -0.000 - 0.0051 -2.62 49.44 0.00 • 1 5 0.000 -0.000 - 0.0058 -2.96 53.76 0.00 2 1 -0.003 -0.003 0.00000 0,00 0,00 0.00 2 2 -0.070 -0.`021 0.01208 0.00 0.00 0.00 2 3 -0.076 -0.023 0.01358 0.00 0.00 0.00 2 4 ; -0.077 -0.027 0.01211 0.00 0.00 0.00 2 . 5 ; -0.083 -0.029 0.01362 0.00. 0 0.00 3 1 -0.003 -0.004 -0.0000 0.00 0.60 0.00 3 2 -0;403 -0.022 0.01412 0.00 0.00 0.00 3 3 -0.452 -0.025 0.01614 0.00 0.00 0.00 3 4 -0.410 -0.029 0.01414 0.00 0.00 0.00 3 5 -0.460 -0.032 0.01618 0.00 0.00 0.00 4 1 -0.003 -0.004 -0.0000 0.00 0.00 0.00 • 4 2 -0.697 -0.023 0.00969 0.00 0.00 0,00 4 3 -0.792 -0.026 0.01131 0.00 0.00 0,00 4 4 -0,704 -0.030 0.00969 0,00 0.00 0,00 4 5 -0.800 -0.033 0.01134 0.00 0.00 0.00 5 1 0.001 -0.004 - 0.0000 0,0 4 00' o,00 ''- '` -'� /, 3r' 5 2 -0.766 -0.023 - 0.0038 -1.00 0.00 0,00 ' 2 00 5 3 -0.879 -0.026 -0:003 0.00 0,00 0,00 5 4 -0.772 :,0103 -0.0038 0.00 0.00 0.00 5 5 ;0:�895-0,033 -0.0043 0,00. 0.00 0.00 6 1 ��0 ..001 ✓✓ -0.008 -0,0000 0,00 0.00 0.00 6 2 -0.757 0.013 0.00280 0,00 0,00 0,00 6 3 -0.868 0.019 0.00330 0,00 0.00 0.00 6 4 -0.762 0.004 0.00279 0,00 0.00 0,00 6 5 -0.878 0.014 0.00332 0.00 0.00 0.00 I 7 1 -0.003 -0.004 0.00002 0,00 0.00 0.00 7 2 -0.403 0.002 0.00268 0,00 0.00 0,00 7 3 -0.452 0.003 0.00301 0.00 0.00 0,00 7 4 -0.410 -0.004 0.00273 0.00 0.00 0.00 7 5 -0.460 -0.001 0.00306 0.00 0,00 0.00 8 1 -0.001 -0.001 0.00002 0,00 0.00 0.00 8 2 -0.065 0.000 0.00268 0,00 0.00 0.00 8 3 -0,072 0.001 0.00301 0,00 0.00 0.00 8 4 -0.066 -0.001 0.00273 0.00 0.00 0.00 8 5 -0.074 -0.000 0.00306 0,00 0.00 0,00 9 1 0.000 -0.000 0.00002 -0.00 6.98 0,00 9 2 -0.000 0.000 0.00268 21.69 -25.31 0,00 9 3 -0.000 0.000 0.00301 23.26 -29,63 0.00 9 4 -0.000 0,000 0,00273 21,68 -16.01 0.00 9 5 -0.000 0.000 0.00306 23,26 -22.33 0,00 G -/y BEAM END FORCES BEAM ;Load ; I Node End ; 3 Node End LABEL ;Comb.; Axial Shear Moment ; Axial Shear Moment (K) (K)-- --(K- ft)--- ; - - -(K) (K)---- (K-ft) -- 1 1 5.950 -0.005 0.000 ; -5.950 0.005 -0.051 1 2 38.238 2.629 -0.000 -38.238 -2.629 27.600 1 3 42.560 2.958 -0.000 -42.560 -2.958 31.058 1 4 49.438 2.624 -0.000 -49.438 -2.624 27.547 1 5 53.760 2.956. -0.000 -53.760 -2.956 31.035 2 1 5.955 -0.000 0.051 -5.955 0.000 -0.051 2 2 15.465 - 19.060 - 27.600 -15.465 19.060 -10.520 2 3 18,139 -20.300 -31.058 -18.139 20.300 -9.542 2 4 26.670 -19.060 - 27.547 -26.670 19.060 - 10.573 2 5 29.342 -20.300 -31.035 -29.342 20.300 -9.565 3 1 0.005 -0.000 0.051 -0.005 0.000 -0.051 3 2 9,515 -8.060 10.520 i -9.515 8.060 - 26.640 3 3 12.189 - 10.700 9.542 ; -12.189 10.700 -30.942 3 4 9.520 -8.060 10,573 -9.520 8.060 -26.693 3 5 12.192 - 10.700 9.565 -12.192 10.700 -30.965 4 1 0.000 0.006 0.051 0.000 -0.006 0.000 4 2 0.000 3.134 26.640 -0.000 -3,134 -0.000 4 3 0.000 3.640 30.942 -0.000 -3.640 -0.000 4 4 0.000 3.140 26.693 0,000 -3.140 0.000 4 5 0.000 3.643 30,965 -0.000 -3.643 -0.000 5 1 2.425 -0.000 -0.000 -2,425 0,000 0,000 5 2 -7.085 -0.000 -0.000 7.085 0.000 0.000 5 3 -9.759 -0.000 -0.000 9.759 0.000 0.000 5 4 -5.090 -0.000 -0.000 5.090 0.000 0.000 5 5 -9.762 0.000 0.000 9.762 -0.000 0.000 6 1 6.975 -0.000 0.000 -6.975 0,000 -0.000 6 2 -2.535 -0.000 -0,000 2.535 0.000 -0.000 6 3 -5.209 -0.000 -0.000 5.209 0.000 -0.000 6 4 6.760 -0.000 0.000 -6.760 0.000 -0.000 6 5 2.088 -0,000 -0.000 -2.088 0,000 -0.000 Y 7 1 6,975 -0.000 0.000 -6.975 0.000 -0.000 7 2 -2,535 0.000 0.000 2.535 -0.000 0.000 7 3 -5.209 0.000 0.000 5.209 -0,000 -0.000 7 4 6.760 -0.000 0.000 -6.760 0.000 -0.000 7 5 2.088 -0.000 0.000 -2.088 0.000 -0.000 8 1 -0,006 0.000 0.000 0.006 0.000 0.000 8 2 -3.134 0.000 0.000 3.134 0.000 0,000 8 3 -3.640 0.000 0.000 3.640 0.000 0,000 8 4 -3.140 0.000 0,000 3,140 0,000 0.000 t 8 5 -3.643 0.000 0.000 3.643 0.000 0,000 9 1 0,000 0.000 0.000 -0.000 0.000 0.000 9 2 0.000 0.000 0.000 -0.000 0.000 0.000 9 3 0.000 0.000 0.000 -0,000 0.000 0.000 9 4 0.000 0.000 0.000 -0.000 0.000 0.000 9 5 -0.000 0.000 0.000 0.000 0.000 0,000 • • - ..._.,....,,., ^tr• 6117, "t7i.%VrA3'G?'i�?•v"�:. i,.. `i6it�`�",+: „x �X:; �4S•Y;.,*.L''.> .7 ih;SiJ`,3' � 11i';^ �Y; i- r":: 4':.IrsS.r'"S '�•n:�C'Y?�w ream++ BEAM END FORCES '' BEAM ;Load ; I Node End 3 Node End LABEL ;Comb.; Axial Shear Moment Axial Shear Moment (K) (K)---- (K-ft) - -(K) (K)---- (K -ft) -- 10 1 0.008 -0.000 0.000 -0.008 0.000 0.000 10 2 14.692 0.000 0.000 - 14.692 -0.000 0.000 10 3 18.821 0.000 0.000 -18.821 -0.000 0.000 10 4 14.700 9.000 0.000 -14.700 - 0.000 ` 0.000 . 10 5 18,824 . 0 000 • 0.000 -18.824 -0,000 0.000 11 1 0.007 0.000 0.000 - 0.007 0.000 0.000 11 2 -31.448 0.000 0.000 31.448 0 .000 0.000 11 3 33.724.. , 0.000: "0:000 33.724 0:000 0.004 11 4 -31.441 0.000 0.000. 31.441 -0:000 0.000 '' '" 11 5 ' -33.721 0.000 0.000 33.721 -0.b00 0.000 " r . • • • • • • . , • . . • AIIIIMIIII • • SHUTLER JOB IIMINI : • . , CONSULTING 13/ .1 •.? 1111.11111.11 . : ENGINEERS, SHEET NO. 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DESCRIPTION :DRAG BEAN AT ROOF �/• ALLOWABLE STRESSES Allowable shear stress = 165 psi, ) Allowable bending stresss - 2400 Psi. Allowable tension stress - 1150 psi. Allowable compression parallel to the grain = 1650 psi. Allowable compression perpedicular to the grain = 650 psi. Modulus of elasticity for vertical loads only - '1800 ksi, Modulus of elasticity for combined loads - 1600 ksi. Maximum allowable deflection - Span / 240 Allowable stress increase for vertical loads only - 1.15 Allowable stress increase for combined loading = 1.33 DESIGN DATA • ✓ Beam span = 10.00 ft. Unbraced lengths Uniform dead load = 30.0'' / ft. ) 'X' axis = 10 f,L IL Uniform live load = 50.0" / ft ) 'Y' axis - 10 ft. Axial load - 10,7 Kips Percent of live load to be combined with axial load = 50 t Allowable overstressed - 0 % Width = 3.125 in. * ** 3.125 X 12 * ** ; Depth = 12.000 in. Area = 37.500 in. "2 . Section modulus - 75,000 in. "3 Moment of inertia = 450.000 in. "4 DESIGN SUMMARY • Design is satisfactory !!! * * * * * ;* Vertical loads only ! ! tts *t * *t Span = 10.00 ft ; Reaction - 0.40 Kips Uniform load - 0.080 K /ft ; Moment = 1.00 K-ft ( tFb depth factor adjusted for L/D & load pattern. ) Max. Stress (psi) Allowable Stress Stress t fv = 12.80 psi. Fv = 189.75 psi. 6.75 t fb = 160.00 psi. Fb = 2760.00 psi. 5.80 % Defl. = 0.02 in. __) Span / 5400 Volumn factor for bending Cv = (12/D) "1/10 t (5.125/W) "1/9 * (21/L) "1/10) : 1.00 Load pattern adjustment ( Uniform load ) 1.00 Allowable bending stress Fb' = Fb $ D.O.L. * Cy * Load Pattern = 2760.00 psi.; • „ ........ ...._,... ....... riv.. ,n <zyr.:.a*kr "PSi;E`1;r.�;s7:.., c.^e.. -.. ,..., w_....... .. .. _n.. ,. ,.•a en �.ru • K+.6t ✓+' a` S' rt? G£ OFY! h3: 7YX(71YY?i/ti'.FF77fV�!tE7/: {C Job �-S✓G..a Structural Engineers Sheet No G- .7r Of ( e , 14450 N.E. 29th Place, Suite 116 Calculated by Date :• Bellevue, Washington 98007 Checked by Date (206) 885 -4473 Scale 1 sass* Lateral loads plus 50 t live load !U ****** 1 Span _: 10.00 ft 1 Reaction = 0.28 Kips; Uniform load =;. _ 0.055 K /ft ; Moment - 0.69 K -ft Max. Stress (psi) Allowable Stress Stress t fv = 8.80 psi. Fv = 189.75 psi. 4.64 t ; fb = 110.00 psi.•, Fb' = 3192,00 psi. 3.45 psi.; fa = 285.33 psi. Ft = Ft $ D.O.L. = 1529.5 psi. ! • Fb' = Fb * D.O.L. * Cv * Load Pattern = 3192.00 psi. Axial tension plus bending * fa /Ft + fb /Fb' = 0.19 + 0.03 = 0.22 OY, s (fb - fa) / Fb' = _ -0.05 OK Axial compression plus bending -- ' X ' axis -- K = ( .671 s SOR ( E / Fc) ) - 18.12 L / D ' X ' Axis = 10,00 J =((L /D- 11)/(K- 11),0(J(1.0) - 0.00 Short Column Fc' = Fc * D.O.L. = 2194.50 psi. * fa /Fc' + fb /(Fb' -Jsfc) = 0.13 + 0.03 - 0.16 OK Axial compression plus bending -- ' Y ' axis -- K = ( .671 * SOR ( E / Fc) ) - 18.12 L / D ' Y ' Axis = 38,40 J = 0,00 - 0.00 Long Column Fc' _ .3 * E / (L /d)"2 = 325.52 psi. * fa /Fc' t fb /(Fb' -Jzfc) = 0,88 + 0.03 - 0.91 OK • 1 • Job l�7ile:■ Structural Engineers Sheet No./ -Z1 Of d' 14450 N.E. 29th Place, Suite 116 Calculated by Date ' Bellevue, Washington 98007 Checked by Date (206) 885 -4473 Scale Glu -Lam Beam Design with Combined Bending & Axial Load. DESCRIPTION:DRAG BEAM AT FLOOR ALLOWABLE STRESSES Allowable shear stress - 165 psi. Allowable bending stresss - 2400 psi. Allowable tension stress 1150 psi. Allowable compression parallel to the grain F ' ' 1650 psi. Allowable compression perpedicular to the grain - 650 psi. Modulus of elasticity for vertical loads only ! _ '1800 ksi. Modulus of elasticity for combined loads - 1600 ksi. Maximum allowable deflection - Span / 240 Allowable stress increase for vertical loads only = 1.15 Allowable stress increase for combined loading - 1.33 DESIGN DATA td?; v1 V Beam span = 10.00 . Unbraced lengths } Uniform dead load = 845. 0 / ft. ) 'X axis = 10 ft. > Uniform live load = 1591. 0 / ft. ) 'Y' axis = 10 ft. } Axial load - 6.1 Kips Percent of live load to be combined with axial load = 50 % } Allowable overstressed = 0 % Width = 5,125 in. *** 5.125 X 13.5 * *x Depth = 13.500 in. Area = 69.188 in, "2 Section modulus = 155.672 in. "3 Moment of inertia = 1050.785 in. "4 DESIGN SUMMARY . Note over-stressed condition !!! * * ** * *: Vertical loads only !! * :t :s *sa Span : 10.00 ft ; Reaction = 12.18 Kips 3 Uniform load = 2.436 K /ft ; Moment - 30.45 K-ft ( +Fb depth factor adjusted for L/D & load pattern. ) Max. Stress (psi) Allowable Stress fv = 204.65 psi. Fv = 189,75 psi. 407.85 fb = 2347.24 psi. Fb = 2760.00 psi. 85.05 % Defl. = 0.29 in. =_) Span / 414 Volumn factor for bending Cv = (12/D) "1/10 * (5.125/W) "1/9 * (21/0"1/10) = 1.00 Load pattern adjustment ( Uniform load ) 1.00 Allowable bending stress Fb' = Fb * D.O.L. * Cv * Load Pattern = 2760.00 psi. • • • ... ..... .. _ ....... .., ........,..:.�.......:.nrn wz : i . ^,ah'7�'r ' rlrr�s.. i'. 1.'." i:,`: a s;:' E..`�R.t�`rti`,`3'_ ?:'4...,.,e. u r.... < .....i. 7t r'.";r i.:Y" ,.r,:;it...Y:'^"'Y. :id <4KtrrY Y, k i.. wte r +^rxe.M. .-.. Job CO4c.`'' Structural Engineers Sheet No.L 270f • 14450 N.E. 29th Place, Suite 116 Calculated by Date 1 ,„..• ' Bellevue, Washington 98007 Checked by Date (206) 885 -4413 Scale * * ** Lateral loads plus 50 % live load ! ! ! as :a Span : 10.00 ft 1 Reaction = 8.20 Kips Uniform load _ 1.641 K /fti ; Moment = 20.51 K - Max. Stress (psi) Allowable Stress Stress fv = 137.82 psi. Fv = 489.75 psi. 72.63 ; fb _ 1580.73 psi. Fb' = 3192.00 psi. • 49.52 psi. fa = . .88.31 psi. Ft = Ft * D.O.L = 1529.5 psi. Fb' = Fb * D.O.I. r Cv $ Load Pattern = 3192.00 psi. Axial tension plus bending * fa /Ft t fb /Fb' = 0.06 t 0.50 = 0.55 OK • s(.fb - fa ) / Fb' - = 0.47 OK Axial compression plus bending -- ' X ' axis -- K = ( .671 s SOR ( E / Fc) ) = 18.12 L / D ' X ' Axis - 8.89 J = ( (LID - 11) / (K - 11) , 0 ( J ( 1.0 ) - 0.00 Short Column Fc' = Fc * D.O.L. = 2194.50 psi. * fa /Fc' + fb /(Fb'-J *fc) = 0.04 + 0.50 = 0.54 OK Axial compression plus bending -- ' Y axis -- K ( .671 * SOR (E / Fc) ) . - 18.12 L / D ' Y ' Axis = 23.41 J = 0.00 - 0,00 Long Column Fc' _ .3 * E / (L /d)"2 = 875.52 psi. • * fa /Fc' t fb /(Fb'-J$fc) = 0.10 + 0.50 : 0.60 OK • • • A1111‘111111 SHUTLER JOB v4/4-- . • _e : CONSULTING 111111111.111/11Billi ENGINEERS, INC SHEET NO. 4 er OF f� • 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE e ( Bellevue, WA 98004 (206) 450.4075 CHECKED BY DATE fAX 450.4076 SCALE i r tlii Z ,' , .d 0 • S 7 ,--- , 111111.1111111111 . iltlI IIIIKMKtllIlliMIIIIIIIIIIIIIIIIIIIIIIIIRMIMEFBEZUII . ., . . ... triniES111111111111111111111==.1111111111113111111E2M111 .- W91111111111111 III • XtallII•bill11 - : li • ' '1111111111111111111111111MMINI '"1. 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OVERALL SITE PLAN ED 1 8 A-3 PARTIAL SITE PIM 0 \ ' _ � a IJ ' I A -8 PA SECOND O 0 R PNLLAN is A -9 EXTERIOR ELEVATIONS A -10 WALL SECTIONS A -11 WALL SECTIONS 1` I'-�` / / ^�] A -13. INTERIOR 1 1 V ) A -14 INTERIOR ELEVATIONS A -15 REE E CEILING FS -I &-A4.4._- gA.cossig .r'/ M9oPwAeHuu141N S -1 FOUNDATION SECTIONS AND GENERAL NOTES "_VISIONS . S -2 PARTIAL FOUNDATION PUN FAST PORTION ' COI19UI1 S -3 PARTIAL FLOOR FRAMING PLAN EAST PORTION .„. NO CHANGES SHALL BE MADE TO S -4 PARTIAL FOUNDATION AND ROOF FRAMING PLANS WEST PORTION S - ROOF FRAMING PLAN THE SCOPE OF WORK WITHOUT PRIOR • s -6 FLOOR FRAMING SECTIONS ssPPROVAL OF TUKWILA BUILDING' DIVISION. r 5 -7 ROOF ,TINIAING SECTIONS NOTE: REVISIONS WILL REQUIRE A NEW PLAN VIEW BMITML Mn MAY INCLUDE AODMoNAL PLAN REVIEW FEES. , I II 'nI 1nI ��I;/`J n // L�\ �\ �// /�\ �// /J //L�1 \ (�, --�� -1I� n - 1 LJ �J LJ U I `-ILU 9 V V C1�� LJ L J _ Ll V �iJ LJ OO LJ �J - J IL��L�J �� �/r�Q�[r-tiS FILE OGPV tlarNand That Lht Plan Check approvals are I' , ' aU bleat t0 want and DMedona and approvN of l a PROJECT ADDRESS: 181ST ST. AND 57 AVE SO. TUKVAU �(/c + 1, - \ _ _ ' i/L j plant doss, not authorise Os sdalbsa of any 4. SITE A REA 22.82 ACRES 985,32 SQ. FT. APPROX • i� / + R'/ atlOPt l wotla M 01' h 01g t 0 i IMPERVIOUS .AREA 83:000 SQ. Ff. � wf C ( �/( �,� �E'����I� MI����//�''�� 2 (`�� 2 l �I I1'���IP� PERVIOUS AREA 22,82 ACRES ��� ��s P"G1 � J r J _ % USA M II P 11 O LJ V SUN' LJ V LI I CI O� �J Q I EJ I EJ E W 1],\IF U O LJ V S OCCUPANCY: R -A ° Vf/s�, `�1 �1' p li p i RETAIL G t DW . 7r • :CONSTRUCTION TYPE V -N SPRINKIEkm'.: MI- SECTION IDENTIFICATION BUILDING AREA • �MiN� 5" Oaaa Mr - LOCATED ON SHEET „ .. FlR5T FLOOR 11 20050. FT. w ��' :SEPARATE PERMR THAT PORTION OF GOV ERNMENT L0T S RIR SECTION 35/ ToHNSHIP 23 NORTH, ' ? I; ROAD N0. 540 (SOVPACENTBR :EE Ei { ED .0. C, ON CEIJtCR : - SECOND FLOOR 7 I lo DSO. FT. RANGE A ' A N LE 'EQUIP, EXISTING' :DPP. 0/ OPPOS TE TOTAL BUILDING AREA I B3 SQ. FT. - I IRED'.,FOR; IUtST N.H., LYING 41E51'GRLY OF COUNTY '' � !'. •I EXIQ7: X15T,1NG ' I ' � • b�AK/ PARI(WAY) 1 D ETAIL IDENTIFICATION f C TERLIWE f ;EXPO,• ' P.I.V. POST . AU- [AIfETEFI OR ,EXT EXTERIOR PL. ' XNDIo PLATE:., BUILDING HEIGHT 30' -O' MAX HANICAL " -, TOGETHER WPTH THAT PORTION of GOVEItNI4ENT LOT ] DI SAID SECTION J5, N WT' LOCATED ON SHEET •�" p Q U N nil : ,' PLVHD.'PLYHQ00 DESCRIBPD AG FODLOWSI pp PARKING PRODDED 01 STMI 1 IC A L 1� PE F, fL00ti,+OflAIN P P • POHEM:POLE +, S J C -7 - - p- SAID GOVERNMENT AT AN. IRON PIPE GET AT ST OF COUNTY HO. ]6I INTERSECTION OF THE NORTH LINE OF A Y POU N010 NU BER F.;E FIRE EA'_ {YNG ( : v ._ IMP MBING F USSHETR R. RAO I '; , SAID COVLNNIENT LOT ]WITH THE WEST LINE "� ' R ' THENCE,WEST THE ALONG SAID ROOT OF THE NORTH LZIIE 230 FEET, MORE OR LESS, 'l0 Ni IRON PIPE AT A CC Ua "ACOUSTICAL LT F.H TIME FrN15H IIYQHAI I " FlEc. VVOOF•DHAIN , THE HILL; ELEVATION IDENTIFICATION nGOCOUSTICA EIN, 1- .1;REC.' O HECOMMEHOE- 2 PIPING THENCE SOUTHERLY ALONG. THE. FOOT OF THE RILL 259 FEET, HORS OR LESS, TO A - 1 A LOCATED ON SHEET A:'f F A00 E FINI /ELASH,,FLASNINA , .: REF: REFERENOE I E 0 O AN IRON PIPE WERE W ALONG S AID Ir DP SAY L OME 313 FEET, NO. 76, " " f FLfl. F _ REINF, 'R "CR OF. TUKWILA (.' THENCE P B ALONG SAID NESTCRLY '.LitlE 313 FEES', MORE OR LESS, A : `ALUM rA LA R IN A M' FLUUOR FOUNDAT '• Np. 0 d ad • M - 'Np0 ,'ANDOI1E0 FOOT OR OIMNO' '. WH . „ IMAT O ; ' FRH FT G. F F O ' FE „ ,S SOUTH LYING EASTERLY OF . THE ORILLIA ROAD EXTENSION, 100o- ROOM NUMBER y .A(4CH ARC4 IJK:E CTUR I 'F,TG, FOOT III ` '.S.0 EO. SOLI COF18 GENERAL NOTES: 1/4 OF SAID SECTION 35; LYING ' AND TOGETHER WITH THAT PORTION OF THE NORTHWEST 1/4 OF THE SOUTHWEST oPPRO%.APPROY : ' AS ESTABLISHED IN VOLUME 32 OF COMMISSIONERS . RECORDS; PAGE 564, nSPII ABP(RAL7'. FOMR FURRING t'.SCH 5ClIEOULE' : P ODDE ENCY LIGHTING AT EACH E%R CORRIDOR AND FIRE ALARM SYSTEMS AS REVIEWED BY LOCAL BUILDING OFFICALS �� OFFICE" ROOM NAME .' . SHEET'. 1 D.FlRE EMERG MPRSHALL �O GALL t DESCRIBED AS. POLLOWG: '' ' Db OD PA' S C TE ` O , :5HT'G: SI . 2, PROVIDE A MANUAL FIRE ALARM MOUNTED AT P J , ETES 00 SECONDS EAST ALONG THE EAST -WEST , � B I,OG • GUI L YING , CAL G ALYA NI Z "iSIM SMI 1D ' BL ., B LO AT SL . GENERAV LONTR %L :SPEC. ` S00000 I C ATI (�I 3108 0 OF UIBCED FLOOR PER UBC .) BEGINNING AT THE WEST 1/4 CORNER oP SAID SECTION 351 : . THENCE SOUTH 07 DEGREES 56 III1 000010 SOUTH, 53 LINE'840 REM; 24 MINUTES 59 SECONDS WEST 727,5] FEE O Q - - DOOR NUMBER '- NLK'Q BLOAT U ;GL GLA55 *, ':. :'SO , .BOUARE ( ) THENCE H : DEGREES 0 0 0 eoT ' .ONO GRO �' NIL. STAND !. 3. HOT AND COLD WATER PIPING S HALL BE INSULATED _ Bat eDTDM' PROPOSED GOLF RANGE FOR: \ THENCE SOUTH 05' DEGREES S6 OU T I ITES 00 SECONDS EAST TO THE EAST .LIDS OP ' ' �. GRADE :SYL. STORA" CON R - 3 R TO I/ O FY ALL SPREAN 25 ER LESS GRID CEO000TIISA 4 1 4ORP OTiib 4 SOUTIITESTX1/ 4) SCONDG EAST ALONG SAID D R '. . . U P L. `!OPd GROUP; I' . STORAGE 4. CONTRACTOR TO N ALL ARCHITECT SITE CT IMMEDI TELY CONDHI A NY DISCREPANCIES THENE NORTH O H LINE 0 A INUTC6 00 E ,EAST - ' ' G,H B GYPSUM 'tJ L 'STRUC. STRUCTURAL 5, CONTRACTOR TO IS RESPONSIBLE ONSIBL N A IN THE CONTRACT OOCUMEM LINE TO TIIE'NORTIt'LIN0 OF -SAID SUfiDIVISI0I1: 'GAB +SCAB INF HOAR L SUSP SUSPENDED ©M I�NnI�� 1I��lI �. � THENCE NORTH 87 DEGREES 56 MI 00 SECONDS NEST ALONG SAID - NOREE . P.-- GRID IOENRFlCATION , ^ -,t] " GATCH6ASIN , •OY6 .. I ; "' S,G V, S NO V 6, SUBCONTRACTOR FEAT IS MAY BE ID NORCY ONCE AND T S HA L L IN PRODDED PRFA � POINT OF BEGINNING; - y, ; 5TH ,SEE EOE " . 7• REPETITIVE FEATURE MAY BE DRAWN ONLY ONCE . ENE SHALL BE PROVIDED AS IF DRAWN IN FULL LINE TO THE TRUE PO Ipn\fpI � • ME , ' CHA . HOMO, . FIOWR _HANO1)ERE ` -SYM, • 9INNETRIC L i e. TIOHRINE DOWNSPOUT TYPICAL AND INSULATE AT. PENETRATION OPENINGS BETWEEN BUILDING ENVELOPE GOLF [INC. C e "I EXCEPT THAT PORTION THEREOF DESCRIDED AS FOLLOWS: - V.A. "'CWNTROL. JOINT .'.HOAR HANDICAP �Y , $/W SIDEWALK 9, EXTERIOR JOINTS AROUND WINDOWS MID DOOR FRAMES; OPENINGS BETWEEN WALLS AND FOUNDATIONS, L, CENTER LANE •' p `GELLIN ,''''''",556''' :: D BETWEEN WALLS AND ROOF'AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES ' ''ti BEGINNING AT A. POINT FM. IS 444 FEET SOVTH AND 5]1.5 FEET EAST OF BE S L :t: . R CLEAR;" H,:B HOSE OIBB ^.T TRE THROUGH WAILS, FLOORS. AND ROOF; AND A11 OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL 0 C C OLU M N UT ` •HH H':C 'HOLLOW META L ,.7EL TELEPHD F :T C 101 -OF LUR SEALED, CAULKED OR WEATHERSTRIPPED PER SECTION 502.4.1 THE WEST 1/4: O SN1ER OF LAID SECTION 35; - : AN OLU . HOL II .AA ET 10. ALL DUCT PENETRATIONS AT. ONE HOUR RATED SHAFTS THENCE' NORTH. 85 FEET; :U N ONfR[TL' 44 HoRI %DDT L " It DG TONGIiE AND 11 REQUIRE 000 R IN COMACT WTIH OR MASONRY SHALL -BE PRESSURE TREATED • THENCE COUTN 246 FEET; TI 'THENCE HENCE EAGT 421 FEETI 'LAND (ONNCC71O TIM HOUR .ILK T41L1t I L. ' . N I40 ONETRUCLION ,LIT MOOD, T TOI p L L THENCE WEST 421 FEET; -ANT +TINUOT .t , - O,P p. OP .OR PAVCMI _ OR MARKED BY AN APPROVED AGENCY TASTED ROR 161 _FEET To TIIE P.m' OF DEGTNNZNG PROPERTY UNE ' ':T CCPITE [C TILL T H. TOP OF dxLL 12. ELECTRICAL MECHANICAL PND SPRINKLER 53'IEM ARE SLOPE DESIGN C 4+TER .INST INSTAL .AT IDI TYP TVPI OnL 13. CONCRETE -WALK TO BE EXPOSED AGGREGATE FINISH, SLOPE TO DRAIN, EXP JOINT 0 20' -v 0.C, TJ 0 5' -O' O.C. OR PER CITY SPECS AND EXCEPT THAT PRIMARY STATE CONDEMNED IN .KING COUNTY SUPERIOR COURT CAUSE �.'1PH COUNTER'. 9UMK INSUL I SLAKES 1pN 14, ALL MATERIALS INSTALLED IN STAIRWAYS TO BE FUME SPREAD 1 I N0. 590470 FOR PRMARY IITGHWAY 110 31 - L AT LA SI UDR UBC, UINFOp 13 I I. ALL MATERIALS IN CORRIDORS TO BE FLAMESPRE II - f U I A 1/ CODE - .: ALL MATERIALS F15WARE ARE TO MUST P PREAD III cPT. DEPA'ITHLIH La L FIINATLO `.bNP NF IMISf LEO SITUATE IN THE CITY OF TO P. VIILA, COUNTY OF KING, STA'T£ OF' WASHINGTON. ` 15. ALL ROOF MOUNTED EQUIPMENT MUST BE APPROVED BY 5TH INSTAL ALLATION ENGINEER : ` '.c OEYAIL' 10C LOGnY30N •, U 0, OFE05 OTIIEMtr '.' - �. REVISION CLOUD / DIAMETER 1 WITH DRAWINGS SHOWING LOCATION RI NST [H OIMENSI ON 1 CONTRACTOR UNLG TIEDOW AND PRIOR SECURING TUKW EG OLL PERMITS IX MR �j CEPT THE BUILDING PER O' p 'J 00 Mnil AAOI0 VERT` vER�ICnL 17. THE . ALL DIMENSIONS ARE AN O FACE FOR A A REC E OF STUD D BLOCKING OTHERWISE AL NOTED :1 udWVW VIVID L : - NENTIFlCATION NUMBER ,ILEX, , AEC IHUN 18, PROVIDE HORIZONTAL SPA ESD VERTICAL NM E FIRE BL H IN ALL FRAMED WALL EXCEEDING SQ. F(2 7E' INTERVALS TTL N 1(A1 ' 0 000. :MECH. I O I/ANICAL 18. ENCLOSED D ATTIC SPACES SHALL BE DMDED INTO HORIZONTAL AREAS NOT IXCEEDING 9000 SQ.'PI:vJTTH w NO OMAI' m 00 -0WTN' N AM, INF . H / WITH DIMENSION EXCEEDING 100' (BELOW ROOF)' 3L� a • 'NH MANHOLE ; : : HO . 0500 20. THE VENTING AREA W NOT BE LESS THEN 1 /300TH OF THE P OF THE SPACE VENTILATED Bll�t title. EACH :, MIN. MINIMUn. ` '.DOH. 0 21,`, ENCLOSED OSED FLOOR FLOOR SPACES BETWEEN EEK FLOOR AND CEILNG SHALL BE DMDED INTO AREAS NO URGER THEN 3000 SO, FT, LEAH DISC. MISCELI.ANCOUS , W/0 .WITHOUT WI No HORIZONTAL DIMENSION BETWEEN STOP EXCEEDING BO. FEET AND SHALL BE DMDED BY PARNTION CONSISTING 'J EXPANSION JOINT MTD. MOUNTED', ;,, H W i ATEG C OF 2% MEMBER WITH 5 /8'IGWB ON ONE SIDE FIRE TAPED COVER ELEVATION ,MIL. MST.- 22. PROVIDE A FLOOR OR LANDING NOT GREATER THEN 1/Y BELOW THRESHOLD AT ALL DOORWAYS COVEV� SHEET - .EC. ELECTRICAL HSCT. V nlNSCOT G I 57 1 - 23. PROVIDE ALL SIGNAGE REQUIRED BY CODE INCLUDING A BUILDING ON FACE OF BUILDING, LETTERS TO BE A le MINIMUM ,EV ELEVATOR N -. ORTH'' :HT NE[6HT , , L L00000 RE N'.i C T A N IM CONTRACT SYMBO OF HIGH DENSITY STYROFOAM WITH A METALLC FACE CL -P ' F,LCLRRICAL PANS N MB EM' "1 :A 24. PROVIDE LS TYPE 2 -A 10BC FIRE EXTIGUISHERS PER CODE LOCAL BUILDING OFFICIAL, AND ORE MARSHALL N,T 9 NOT TO bC t [ - 25. INSTALL EXIT SIGNS AS REQUIRED BY CODE AND LOCAL OFFICIALS 26. INSTALL ALL BACKFlA PREVENTION Dt17CE AS REQ. BY CODE AND LOCAL BUILDING OFFICIALS t. 'J- , W.,R•"T1r^ , f. „ty Yr'� ' e'v AR' LL+.k.' 27. ALL CONSTRUCTION SHALL CONFORM TO THE E 1991 EDITION OF THE USG 28. SPECKLE. INSPECTIONS SHALL BE APPROVED BY THE BUILDING OFFICIALS PRIOR TO CONIRUCTION .,--- I''r 44+V o.40 e.,--4-(0 11-'5 ^ PI /� T'� Iry TT /� 2B BUILDING INSULATION IS INDICATED ON PLWS PROVIDE A FIRE RESISTIVE FOIL FACE INSULATION OR © f GY4£ OAJ4 -(0.0. (Nb O - '1 0 M,S L�1 LI-/(3 IT`S 1! . 30, VAPOR BARRIER AT WARM FACE OF INSULATION PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON DRAWINGS AND AS REQUIRED BY CODE AND LOCAL BUILDING OFFICIALS J \J LI CJJ 31. TOILET ROOM TO HAVE SEPERATE AND INDMDUAL EXHAUST SYSTEMS IN A SEPERATE SHAFT SEE SEC 1102.1 AMC 32. SUSPENDED CEILINGS TO BE DESIGNED FOR EARTHQUAKE ZONE 3 ' 33. INSPECTIONS SHALL. BE PREFORMED PER UDC 302(C .I 34. MECHANICAL AND ELECTRICAL SYSTEMS PER WASHINGTON STATE ENERGY CODE, UNDER SEPERATE PERMITS :1 ARCHITECT STRUCTURAL ENGINEER CML ENGINEER I LINARDIC DESIGN GROUP R CONSULTING ENGINEERS SITE DEVELOPMENT SERVICES _' 13D0 1 1319 DEXTER AVE N. SUITE 260 1300 114 AVE SE #250 310 208TH ST SE SEATTLE, E. WA WA 98109 E, WA 98004 L. WA 98012 O (206)283 -4764 (206) (206) 4 4 (DON) 50 -4075 (206) 481 -9687 FAX (200283 -1293 - CITY OF - re JUN 2 9 1995 na r gvq{one data LANDSCAPE ARCHITECT SOILS ENGINEER ENVIROMENTAL PLANNING PERMIT CCNTEM t KEN LONEY GE05PECTRUM CONSULTANTS INC TALASAEA CONSULTANTS In a 6569 WOODLAWN AVE. NE #208 JIM DOOUTTLE BILL SHIELDS (;Itt Df NRA ✓t SEATTLE, WA. 98115 P.O. BOX 278 118 -162ND AVE SE ��yA (206) 526 -1428 ISSAGUAH, WA 98027 B E, WA 98008 'IA' I' - : (206) 391 -4228 (206 841 -4710 'APPROVED ®• EC 1 8 199 cllecicss4 B r , . t, � [,. ..., , _.,.. ._gs<. v ..,3.,,t ;.. r -_.. .. _. _... •.. .,.....- ....... ........, .._.::a. 1 .__. . __._xr: ,., .., ___ ._- -- ..'-L, ,. - , e :.4. �.,, `wn,.,: - -• ^:# .X FA ?5! =: arw . .., r,,. r,,,.. ANC!* P' . .,,. +.,.� ,r ._•_ ,,,, . I I � � II? �, �� �� �._ 1 . , i tlj � tfrl�l,�� l �� , 'm�� Ii .j � ? r Y� � c I 1 2 3 4 5 6 7 a 1' [F THIS MICROFILMED DOCUMENT IS LESS I I - • ^ / GENERAL PLAN NOTES �� / / 1- All. work and materials shall be according to the latest 8 _ 1;4 ;e /� • edition of "Standard Specifications for Municipal - - m et .. Public Works Construction" prepared by Washington State .... 'I / Chapter American Public Works Association (APWA), - - / / Washington State Department of Transportation (WSDOT), ^ " ' f " j +yaw ej'• ' " City of Tukwila standard specifications, and any / conditions of approval. - vnee n / 2- Before any construction or development activity „ preconstruction meeting must be held between the City I 9 „ / /'� / of Tukwila inspector; the applicant, and the applicant's construction representative. 3 ; ' ------=-- /�/ 4 ®1 /i s k —/ / a. All construction is subject to the inspection by the - °- WQ� + ' "` 4 „ ^ -„ / = . City of Tukwila and the contractor shall notify the "� �' '. t . __ .. N --- / City of his schedule in sufficient time to permit ll •t t---"-3- t---"-3- t---"-3- ' -'-- I - �/ G ' ROOF pe4 /N d` th e w ork. inspection prior to and during o F • /' f/ / _ ,_% :1:,, ' � � a � . 4 FOOT /NG 02A /N ROAD AND STORM DRAINAGE NOTES ^^ : ' -' ” l // // - / , ® , X6„, ,„ _ O / TCN j --- i- / O /TCN LINE // prepared foundation 2 I ccordanE ngineer with , th e 7-02.3(1). I \ s' S )'r'F 60TTOM OF B/OSWA LE I 1. All pipe and appurtenances shall be laid on a properly � If, in the opinion of the n E, the existing ' / / foundation is unsatisfactory, then it shall be / tic' -' -1_1 excavated below grade and backfilled in accordance with - 'r - ( / 200 CFB /OSWAL / / - ��77� I These plans have been reviewed by the Public standard specifications. Pipe shall not be installed #2 ®O. ,./..' � R- O( .V` Works Department for conformance with current on sod, frozen earth, or large boulders or rock. VI CI N ITY MAP / - /� �U / \ I City standards. Acceptance is subject to errors 2. Backfill shall be placed equally on both sides of the NTS / _ ,/"=•,,,,o. ,1, = D 5N and omissions which do net authorize violations of adopted standards or ordinances. The responsibility pipe or pipe -arch in layers with a loose average depth / m - I for the adequacy of the design rests totally with of 6 ", compacted to a density of 95%. Refer to depth • 70P OF BE,PM 25.53 T+ - y /�� Q V � I I �. — the desi Additions deletions or revlsidns to t Std. Spec. 7- 04.3(3) and Std. Spec. 2- 03.3(14)C, Method / V these d ra wings a lhls date will voi this B C. /NTAKE \ d/ ~ _ accep and wi ll require a re submltt a l O f / /E= 2233 / \l'''' 1 / I -----,4 revis dr awings fo subsequent approva C SPILLWAY, TYP // �' I I Finat a is subject to field I nspecti o n by /9LF -/2 @O, B i // I I th e P Works u tll ltles / Insp ecto r. / Da /(3/9� By ' /dfu� OOTFAGL BOTTOM OF /� �� I (/ • /E= 22.0 L /VE 5T0rAcE _�' .i / I I ELEV= 22.33 00T OFPONw II" I ELEV =2/. B3 �/ /'OPENING I CB #/ (TYPE IL -54 \ _, IN CURB I TE \ FLOW RESTR /CTOR , / 49 - � 4 Zg GRAVEL F /LTE 1 / Q i • / 1 1"e3 0' ¢, 53 , ' 2 \ E= 2z.23 �50L /L7 LOCK /NG L /O) /9L ♦ � ��, ` "+� TE= 23. / � /J DATUM: CITY OF 77/KW/LA /LA MTC E F - /Z "'SO � ACCESS RD O FL PFER FLANGE BOLT ON N @ 0.5 / e ® � e / 1 j/\ 2 J y0 G "ad • ELEV. 2/. ,' .N 25'R,7YP 3'THKU - CURS P - IN , ("y I / ,BOTTOM OF (_ /V 1 o ti� - � 2`b5 2.23 • • STORAGE =2 I I / (I!! __ -SEE 5HT Z FOR. GRAD /NG I NOTE: 4 OKA /NA GE PAT TE.PN5 — . .. STORM N P D" ON PLANS) DRAIIPE (LABELED "S / / / ! ke _ _- I SHALL BE ANY MATERIAL AS SPECIFIED IN SECTION I 7.03 OF KING STANDARDS. PIPE I THE NG COUNTY ROAD ST Z5 .--- I /2 ,- I LABELED "CONC. SHALL BE CONCRETE.,. / O — � . -�- 6" BAN SC -W OIX MIN. t .0.0... 6 ; ,':' l i' -r dc3 Pa z / etlL, I T�M� / / /' OPEN /NG 7 � 5cc `HeE7 1 SEG /N /'OP /NGS ENO / E'EN /NLS ®® — / /N CU t'oR pIMENSIOr-s /N CU.PB TO NORTH /N Cat': G °ROOF ORA/N / ¢" F?OT/NG ORA /N CITY OF TUKWIIA ` -u�l� APPROVED Y \ \ \ �' .---- / ' / ‘, --- �� d �— — ` DEC 1 8 1995 UI -. ,/ % I N�sChu ` 1' �_� _ T z => I z I�r?f- y"4? P .f__. AS MILD \ _ / - - - -- - �.. - -- .. - -- - BUILDING DIVISION 1 — — -- — - - — — - A� J 1 - - - Ifs �2.�(Llrlfv' -v4aIC Palo¢ -rb uaNvr� — EI E » -- -- _/Y (iSS `�� __--- T � I /.. �_. -� - -- fS MN "SM T E - ; iz ; .3 �. O MIT__,, �_ _ CA J 28 j fc.2945 L EX ST 43 ,•-• 3,"hdY Aifc\. ea v - — E %5 WAT VE RIFY SIASE LOCATION RECEIVED S D $ �FH W CITYOFTUKWILI SITE DEVELOPMENT SERVICES ZOO LF- 5 /03WALE 4 / OOTFA LL /NTAKE SOUTH CENT • PKWY DEC 0 7 1995 310 208TH ST,SE L - 5 /E =2457 /E =24:89 - a " TAPPING TEE ° °B'19 6 "GV PERMITCFNTFO 41 BOTTOM OF 63 LF -/2" T X IZ -Lai5 NOD (A-1 . P.4 •ry' e-kr • eLtmu"- OM't 0/03 WAGE CONC G 0.5% ZS, I I -e 95 ADDhU 40v+ER rink I 1 - 31 -. Added 1/./nfer4: sews sues. /2 -5 -94 R viscd Per New Pcq Layout. tI(7 V Do - TUKWILA GOLF DRIVING RANGE t 59 5 .... oaraai. O. DOUG oe �•e4 e' C ,���I DATE: 8 -8 -9 { DES: tL' D . . ��`"' • SOALE: I " = 30' DVM: V G G DRAINAGE PLAN ADNAL ®f' - S - ' I OF 3 OK Yu. 1L, -_... .. F ��m •,,,:- ":, r-wa+a_...„.,,. .., .. ,,:w , .�.. , >, „>wran,xlxcs w. , vW"'* ,. _ . ,.. - ..._ ... .. ... .. .......... ...,... I IIII IIIIIIIIIr l �r 1 1 1 71 1 1 1 1 1 �l m�iT �T RTPl11Tl p .�. I . � Tt � tl l � l lll �.�tTnt. . ,FI11TIIIfi IIt' �' ,r,",....""".,"'",`” a ._ , . ., ROFI ...r...r ,r .c 5 L ESS r I '•m• + 1 2 3 4 5 6 7 8 1,r I� A A; _ t 'i IF THIS MICROFILMED DOCUMENT I i 1 TESC STANDARD NOTES • • 1. The Contractor shall s eep and /or wash down access streets at least daily or more frequently as may be necessary and so directed by the City. 2. No sediment laden runoff shall o i r from the site, and � no tracking of silt occur onto adjacent roadways. • - - . CONSTRUCTION SEQUENCE: • / _ i" ENP /LT FEN,CE 1. Arran and - - Arrange attend preconsiruction meeting / / _.___i' - j \ 4- . . with City of Tukwila inspector. /. - — --- 5 2. Flag clearing limits. o� 3. Install filter fence. - i G./M/T 4. Install construction entrance. / — �'� /'. 5. Install o sedimentation ponds and outlet — Ilr system. '' 1 I 6. Place preload. / !_ ' 1 . 8. Perform finish grading. i _ L_. 9. Seed or surface disturbed a � 2 2 ti' � � � /` 10. Remove sediment pond riser systems and clean / .. • P out and teat storm grain system. 11. Remove silt fences after site has been / r. u • I stabilized and the City's inspector has / • approved the removal. ✓ • 1 THE PROPOSD SILT FENCE IS TO BE PLACED APPROX / / I ¢fj Z 1 25' AWAY FROM THE EAST BANK OF THE EXISTING / _24 • DITCH. IN LOCATIONS WHERE THE DISTANCE IS LESS — THEN 25' THEN THE FENCE SHALL BE PLACED 5' FROM THE D i\", / /I , 1 =30 PROPOSED AREA OF WORK. � � °.8' EXST O/TCH / /,41 ® / 1 \ BUFFEK €.../M/7- These plans have been re rw hl the Public , �CLE9R /NG L /M /T) r / A ^ ,� I� 0 / , works l i tar < "�fe i c 1 n current ] \ rv N - �f F= CU/ I� /' c 1'�o e fors i /NSTALL PIPING �- I a ��o PER ORA /NAGS PLAN / tl iiii-� ZB.5 I Ill ., ... � N__ I a h ry \ �,( 5 /LT F ' BOTTO OF POND . I I tl I III Is �� = 2 /.B3�TYP lof � ir I ,, : u I : udpovul. j � 4 j� � � ' I rE R/SER -6-P P/PE SASE 25.V7 I 4 ' 0 -- WE /G HTED SE • o • I F subject to held inspection by ¢`30LF- 4"PE1ZF ,�• p uc iJ .,utie inspector. ADS -BOTH PONDS �. ° / • / // f{i I I I o�l�,. 12 13 9S LiY. v �� li -` . / U0 N I i. ,..42 crY� s.. 1 N r M 70P OF BERM �� < � • = 25.53 TYP N' ir, .r � u b b y A \ .. - ,. - , / FENC S /LT j � I 2 7 //' . /1 " A 5 ., - I ! j I� Gr. F+,✓�.l ,, ,v.- - r t - I�� Fc=R PI- s...'+ .., ■ FENCE ALONG I` , o� v � SOFFE/' C./MIT \ /�� A,, ((� +\ '\ 1� L(sAV'E '$XIaiCG SfLT ('�Nr . ryV CLEARING • ......„ „:„. / GRADE BREAK TYP / L�ia( i� AF7 � � LIMIT ,,� I 'll ; L��J'!' {V - (....< l�Mr�UF e I I e r ,IF f - CITY OF NKWIIA • / N APPROVED D Fr __ N � � ��� a ' . Z DEC 1 a 19ss ------- ------- z lki-1-1-1:::',„ —� �� \ rtN Z . BUILDING DIVISION _. __--4' ` ssnH �a _ ,� t - -- =�. ----1%3 �� c 5.51,11-1 r6 =2L.91 _�i —3— _ -- r fC -•2845 \ \ 26 - ''TSMN .27 . z CLEAR/N6 L/M /T __ 1111111111111111.10 ■ - 901 RECEIVED �wv ^wv RECEIVED S D S SOUTHCENTER PKWY DEC CONSTRUCT /ON ENT24NCE C T'OFTUMNIUI DEC 0 7 1995 SFTEDEVELOPMENT SERVICES 310 208TH ST SE 001x, WA e .. , � 2 PERMIT CENTER 3 i t t% 1... d..CO daO F GA' 4T`( I� /Z -5 -94 Revised Par Nn' Panting Layaat (,l ej F59 5 do% 0 ... ... 1 Do:, ,�F�� TUK WILA GOLF DRIVING RANGE c . 4 1395.... DD.iaa... e � � N c y i� �, /1 DATE: 8 -8 -9¢ DES: DCD 4 o�:� I SCALE: 1 n ? 3D' OWN: VCG RJ ��" GRADI NG 0 TESC PLAN �' /ONAL . T .c_.: 2 of 3 o, . t'( ° P T T I I �1 �( 1 f I 1 1� I I P 1 2 I 3 . 4 ............. 5 rri Im _6�w 7 e ri i ximaF. . _ d ;y ..:..,; ' ( jI IIIIIII I1I1 � ill�hr IIIII1I III 1E gi I'll l 717 1 1 111 rI I�j7lT�llr lll� r Flip 1�I IT F I t ww ,m om ,,, ,•%1,11V7 I CLEAR I THAN C THIS L NOTICE, IT DUE ETO F IVW E ST X r ,.. Sher FWh MAIM &Y wib m4 . �� '2/w r` ladle Top of P.m dl b wire Mre r4gsnenelcd 7 G 5 l0 ' I 7' e ?d — ( ._331 ELE \/ _ / F qua..xu. I� .m... P I; \''3114";11::::4.4.411."'"11111111* trench a NEW E XST V N 1 �115..41;51,4:-.54.., rla N W ?1fD E 4 x �� •. i;r,� a 6 n ■ __ __ I Tap of Dead Storage i T 1 f ' F T T T ti' ' 14 : ry .•homo her manM��� -.iY , s _ _ 1�i Pond-if 1 tO MNNwm • T T I / FB'M'IY'MM -..... B.. of Pond s 6' Max 12 IN `/ 1 I--* X - rA'I'wvo POns.ann a rmor or Mahe. FeMC , Z H (M /N) : /Y B /OSWALE #/ ln{ - F -' Y "1 I r 12 . epuei elnmen Sne fence poala BIOSWALE #I SECTION A I llv I BMim I RudC Washed Ab b y 14 Oa. Wire -5r O 1 \' tr U'fiidmss ` 1 N . o Gump/501s Or Ye / I I :% F./..04/7.:717.:77 ar . oMe aM la 1 •,i 1 erred w awl n d�m 1 ' . r , to a♦ In ror both ew I/./' /e' Il. /' .12' I..\ /� n \ .•� ' ': r Msu4aa r 8.'Min. • of alter Wee 1 .\ i \ \ / G II PoN �.J� / . / %'.. .V� Cell Pand py�.1- pal MAX I P RD ,Y I — . ° ° A - eonom , ' . naaal roam pasts WATe2 _ 3• -----"F. / EXST K' 29:53L= Nde:•Key not required G- A DE SILT FENCE FRAME AND SOLID GRAVEL POND FILTER LTER NT$ - _ -. __ _ -_- __ s ,�,, I --- � Z5 � LOCKING COVER 27.03 �� NTS 1' F .QEEBOfi/Z0 Z//(MAX) +/V ,507 OF LIVE STO/PAGE 02.33 `� {_, SHEAR GATE. KCRS ' DWG NO. 2 -026 zo OVERFLOW • r3u/ / an OF P /VD LEVEL @ Z/.8.8 24,53 �/� • TYPICAL POND SECTION RESTRICTOR PLATE 12" IN �.. _...I�/, 0 . I" = JO' CH) © W/ 3 -1/ sR F O. am fy 1 I " = 5' (V) 12 / _DUT, [ • II' 2 - 5/8' ORIFICE ( r iA a i0 0 : 451 , ,* 111 �.. I _ / a i l 1 \ `al, CIF 1 \ 4))1 4 f � )F RESTRICTOR PLATE W/ �A I I - 22.23' / � � On O O R.25'min. -� I s l . � �!� / 6:0 . as ! 004, i . 7' M//V I - po - 5A/ 12 min. - !fi 4' /' Z' 55' 5 . .5' G4'EEN ,l i / PI P E SUPPORT. 3" X ^' yg (35 51 4 - 8' Warn/ Spalls a .090 GAGE BOLTED 2' 1 w j ,il a ^`v // INTO WALL. 2EA. _ , Provide FDII a) r d ; Width of If- I9 GALVANIZED 4 '. " Ingress/Egress Area STEEL STEPS GRAVEL CONSTRUCTION ENTRANCE EXST G',EAOE g /OSWALE #3 PLOW RESTRICTOR CE NTS B I OSWALE #2 SECTION ' = 2' _� RBVIdL Y lygphYRLK c {I Y;fCr u = 5' ( l'hpillway v R7 " / prPe9 0-44. aNd 9 vea kuaene c Gn l `„cpiu ° P P 5 seu.w r MI-cyr 0 ,,,„,„. i , , 4,111... .... L 4' l, 3' PUTT /NG laZ /rde. GREEN ( Z 5. 5 =) ill O /Alto ()/aiR 4,0e 4,0 H - x ep (bib'' jr E//a ✓d 4144 Tir, p mix NW. W , f f _ ra D � 1 � ' J ••,••••• 25 - FH Y uwiFul f L¢�glGl. flaafWw ' CITY OF TUKWIU1 EX ST G,eAOE i _ - SEDIMENT POND OUTLET DEC APPROVED AS morel) DITC SECTION BUILDING = 5' O G � BUILDING DIVISION 'F D0- -IS- 1- x�Cw. -- S D S -- -- ---- ' ETYOFN RA SfTE DEVELOPMENT SERVICES DerSrroy SUe w 5 .0 - Mrz , • DEC 0 7 1995 310 208 H ST SE ZI3(l Pock °io:c - .c , : grlabe 93�h P wb /e q. 36k .. A., 12-L ADC IArf12/ e.tG• 4.446..4.• DMI-v DFCfr.. SPI LLWAY . al/ TUKWI LA GOLF DRIVING RANGE N "7.9 wns y°HF, 44- }U , L 4 '., `P, 11 DATE: 8 - 8 - 0E5: 0C.I, • ex:i , 5 ® / � ^ j � : ( SCALE AS NOTED OWN: VC g! \ � \ JI 1. 45182 SECTIONS 'DETAILS s /r 4 /4s 3 -- 1 2 3 4 5 6 7 R v ofi , II FT I DOCUM S I SUL E S S "' Vim '.._.. �. . I IipI111IIIITU� IM T(IIIIITIIljiMili gl1T1'� 11It`�flMITTrf� ITIT 11n 1r[TP o l �i * I En � III IF I. F ' i SEC 35, TWP 23E, RGE 4N, W.M. \ SEE ° "' " ° "' °" MP • \ \ \ - R/W Z \ 5 180TH ST \ \ _ RANGE AREA - - e i \ \ _ NOTE: ° PC f y ta \ \ \ FOR SITE DETAILS SEE ` - O sY ° s\ S T I E � o SHEET A -4 ! o to • ...1 3 \ H .2? > , I , m ' \ \ - BUILDING \ l I x ev vlrov 3 \ e 1 - SN' V+O NYDRPNf FF =28.5 op,,, n I i� D VI CINITY MAP \ E i/ VK RODS ) / S DET NLLRp� '1' . ts'. I ; .SITE, ,,G NTS \ \ \ - 3 /4 TE I VU' sc A NM 6' 0000 wx \ I EMI w. RP 1 " T 00' \ Donc elncKlNO , ,� :. [,[n ' • I • ♦ ♦♦ � . \ : PPVC A i �Pa'vs� w/ t � uca w [sl[P0 's ev IX wM f:t1 CVT N(IO Cx 8' CI 0 @ENERAL NOTES \ W/ R1TD INSTALL: \ � \ 1 � 249' t/ - ,-B• �(� •6 W PUTTING GREEN ":„.............aid,. V 1 = /1 j / P -B' G41E V'V- V6(FLLU) 1 -e' AOAPICIR((FlxMJ ) NEW Bbl \ \ J \ B' D 1 -B' ADAPTO(I.U) OR I. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD. U CONC. WALK �` _.,.....,,I' \ ±2LF B' Q 2. CONTRACTOR SHALL NOTIFY DISTRICT A MINIMUM OF /2 HOURS (} WORKING O - I 2-VALVE MARKERS DAYS) IN ADVANCE OF ALL REQUESTS F STAKING, TESTING OR INSPECTIONS. O WATER [wsP7 I 3. DEVELOPER'S SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION OR V ,\ � \ ^ d \ CONC BLOCKING • X'x 00 FOR DISTRICT INSPECTION A MINIM OF 72 HRS. PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE \ W " O O 111111.71 AT BOS Rr FORCE RM el REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM . - AT SSE OF CUM® FADE THE APPROVED DRAWING. - 'o\ \ O CUT SWIHCENTER PKWY 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANU- �\ . I \ PER TUKWILA GIl' STANDARDS SPECIFIEA ONCOWIENOATIONS AND HIGHLINE WATER DISTRICT J O - C, / DI STAL!: /� 0' \ SPECIFICATIONS. \ Q M 6. CONTRACTOR TO O FURNISH FURNISH ALL MATERIALS. \ p` 1 -0' TFE( 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52. \ 1 -0 V K fL MJ) B. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT. \ / 1-B 91TBFM 9. HYDRANTS SHALL BE AS SPECIFIED. ___________/'' 4TOf B D.1 ` , v "U[, 10. CUT -INS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE - 1 V A L VE Y DA . - _ OF HIGHLINE WATER DISTRICT OR PREFORMED BY THE DISTRICT. \ \ , • COLIC = G OR ME -LOOS J AI • (,�� II: ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED I \ - - rc ;:j V � ( REPRESENTATIVE OF HIGHLINE WATER DISTRICT. \ 12. ALL CHARGES FOR CUT -INS AND LIVE TAPS ARE THE RESPONSIBILITY \ \ - I V OF THE DEVELOPER /CONTRACTOR. J / 13. ALL COUPLINGS SHALL BE ROIA I4 C 501, OR EQUIVALENT. \ 0 . CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND 512E5 FOR CO PLINGS RN CONNECTIONS AND LIVE TAPS x NJt \ \ / � 15. ALL MAINLINE PIPE SHALL A 42 YINIMW COVER AND 66 MA COVER UNLESS OTHERWISE EN PLANS. L , 16. DEVELOPER TO PAY FOR STATEATE, , CITY, AND COUNTY INSPECTION AND _------ - \ 0 ` , . 1 , PERMIT ATES. \ \ \ I _ .' , rry 1T. COORDI NATE METER LOCATIONS WITH HIGHLINE WATER DISTRICT O \ [. AUTHORIZED REPRESENTATIVE. : IB. FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCE- MENCE- .P .1 1 1 4 RENT OF BUILDING CONSTRUCTION ' I \ \ \ _ .. I9. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE Q T DISTRIC 1 20. SUBGRADE SHALL BE ESTABLISHED FOR AREAS OF SITE INVOLVING WATER - SYSTEM FACILITIES. \ \ 21. PARTS MUST BE ON -SITE AND INSPECTED BY HIGHLINE WATER DISTRICT `C _ PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. < - 22. REFER TO HIGHLINE WATER DISTRICT DESIGN AND DEVELOPEMENT STANDARDS \ Q FOR ALL REMAINING NOTES AND DETAILS O - \ I f a DESIGN ACCEPTED • z \ HIGHLINE WATER DISTRICT Og 5 ....„ co 1 4 eilln■ [595 of RRAINAGE SYSTEM — \ E CIVIL DRAWL GS II " A, \ \ GIT ! F TVE(D o L t ' 112" w s f • / / / AP2D4ED I \ \ \ C \ DcC 1 6 1995 T KWAL .x0 An4A ILE — m i H� # �\ DRAINAGE SYSTEM S ' ED IMaWw.L�IF�� • w o \ N d J SEE CIVIL DRAWINGS / )i _ ~.. —. -_. _— - .. �� � OY"s\ / L I'G DIL ,dJ o W I SDS • UNDISTURBED VEGITATION Ilk _. — \ SITE DEVELOPMENT SERVICES �. A \ I7I GOLF COURSE ST SE LIJss [xs srx IX�'A({R BOTHELL 208TH WA 980M 25 ........ _... ..... - ........ ...._.__. _.... —..�_ )1 .._.._.... ............. 1 -... \' ,y\ dam `0 ' PAR 3 P U N G I ,3 I qJ Ur MOO 481 -9687 - s [[ NUM,. Mw ' �J\ \ I 20 I B' 5[w[n I tf /] /95 REVISED PER DISTRICT COMMENTS T M TUKWILA GOLF DRIVING RANGE "" 0 +00 1 +00 2r00 Ul n�E LC n _ J V PL��L V I DATE, 10/23/95 DES, DCO ,b' ' - , —Q D ATUM: CITY OF TUKWILA CITY SCALE( 1" = 30' OWN OCD WATER MAIN PROFILE RS OGEIVED F TUKWIIA 0 BENCH MARK "' X" ON SOUTHWESTERLY - UPPER FLANGE 1' 1" = 30' (NOR) NORTH /L E CASE MONUMENT, FEET RECEIVED WATER MAIN PLAN H ER 3 0 1995 I ^ = 5' (VERY) 0 15 30 60 ELEV = 26 NOV 3 0 1995 P CENTER _ TUKWILA 1 Of PUBLIC WORKS I _..._ _ _ - „ . - ,- ,. ; .:�, cu. .._ ... V- '^'i',7, 0 ,. .:5;. I :.. , ,.; „C '`°;". it ., .,_T....,.�...- _....,. I I PI f , ■ . , . ° 'I '' l . t r 4 . 1 l 11� 1�Tl off, 1 n ITT I a tm'aY TT , IF THIS MICROFILMED DOCUMENT IS LESS ` - A. , 6 7 8 ,R ? ink ,.,16j ..,: , 1114 1, cA0 TM AM T II T c NOTICF. IT IS DUE TO .. 1 PLANT LIST \nr / N OT ES ` • _ D� o Prune diseased and Prune tlles i nes e : d hhaer a cos nd / architects SG�k'?) -/ 0bt*7 /ta/ / CO2/72/7 /�19/il� broken branches 1. Subgradee, including berms, to within 1 /10th foot provided uroken bc by general contractor unless otherwise noted. - r / Ilnaraie idealism pro�fp . architects s - 2. Subgrada shall be scarified or rotdtilled if conditions /,. RD 1319 dexter aveii[t suites 260 • --+-- Ater lLG//a`�1/I7 ' fL,Cd Jc/ /�27 - ' / Zed .franrGr N/,ap /G 7-t" OW, > , Y require • - � � � / `� th10 rough gauge steel Ire • 3, A depth topsoil in all enalch n areas. ' arattle, WA. 90100 (20•)283 -4764 0 i YU/7U$ GGr9S/7`CYA ' (VcµIFYX"7`` I J= (dWEY/ x/0177 Z "rrLll, P/ < Pi \ /� through Clear vinyl g I � , / _ / Y A. 2" depth fine grade bark,muich inall planting b ed s. 12 AG/` G /rV//7ar///7/ / i/ //7c �P /G 7 CL!/7G, 8' /77/x7. 01 ¢7 I _ � J crotch loW lint 5. ' A7,1 plant material "hall be 1 to t y, f ull and conform to USA • � 1 a geVge ugh crotch standard for nurs etock latest edition.' , clear 'vinoe e rz1t7US `C. �1J7ano t'? O{NCr/ Cf /Br �° �/ 1.° 73 I _ 6• plant material or size et kind not available may be / P/ — 2x2 woods + kes substituted only with approval of landscape architect or Weler basin �� c • ° •D { a ,a "c , ADOVZ sa a ° ' , • r 7 Securel eni° owner. • wit' u ich �' 32x2 alekeq a4 G /(/S Nora �7A/ /CGS `/ /�G?7(27/G//Ji //- (2 /79H7 fJ! /3 1 : !±n 7. Ail mates plantings shall have triangular spacing . -% / equ; ne O e I N C q , AMMO. NO B. RFP Planli ng pll min. ground, lz f root g. Positive dranage sels maane.onpanng area minimum 12" / ` ; ' ll� � n m / ✓ 11 _ nagve e olL b /G/—! IJ �'t1 ^• y •,'f�p t• Unglsz6d Planting pll unless whs}lsto n noted ^ x u 0 J ✓ Yea i �/crir7Yrlir7 irG1" Min. . ,< , , Ill ,,,,� R I' e udo e0 11. 8" Vida bar mow s where S awn 1 ed�nent.CO r✓l' Planting pit WS. 91ze ,._ -" 0 • ml : - . building. " - of root ball - - - r Ill% er.�r0/7 v19I7 ,4't /G De NLY7!`G G /7/ /Y), - ..I —+n Pls I. we 12. Lan dsea e: oontsseter shall ms;yrsin site until final quI p p b ° EVERGREEN TREE PLANTING DETAIL • 1x2 nallvo soil, Wolpr inspect. on end acoa Canoe, nar. \J �wrmlaeo a 2 /pdC/7d GYI !/ /qUG 24 in/a, thoroughly, mnlnzo Over ' ,mme eTeor l e f' ® rcunuS L, YJf7O GU 1 6/7 / ,97 O Guelee/7 �U'r i Z/" /77//2 TREE PLANTING DETAIL Wt:?.../(77‘,/f72 all)/d/) gvT / ea//0/-2 Deciduous trees and Plena . t � -- `II/— �• �I� -/ envr evergreen trees under - 8' • Planting bed ,i • - i = — 1 Ale OPWArenmN 4 z9/n M /rte Tp/errdo/ 2 fit/ /oil 2 �44IF "ad • . �p� IF �rtastLv (.../u9- UvCi G i/7r /y172L/L 4 �U/s T " dG, • 5 /UV ���, GGIOII/7 / Water " i (1r Prune diseased en ,.,a S{ra' � ��o ®� consultants fe Pl�l/7 mulch • �� i,`���i broken b ran - 1/2 spacing I i::11 4 r .n • with 2^ i—r �eeL/e ' GGlWh - ,rat n • I. /c peeled planting mix, distance / K L ' r '-,K. Ira /"i : /,x ' �?/7/7'' / /- ?I'/7S /t/f-) 1 24' O.G. . 'm5I w le thoroughly, lenillze �.. riP ry'^L1i:6`A ' L- 7^ as required / f . � •.1�4 3t JF ll ... _ / 1 A . 'v.. , 1 rill GRGUNDCOVER SPACING DET .i O ihG/.r f /i7G'G? //S ' / T' 79/77 /dc!/ Lttt! S /72//7 .'8 Plannngh I relnawice / '/ Trian s pac in g ; 1 ..., // - :-. — " .1. 01 root bay / • . / ., • � 1 • / SHRUB PLANTING DETAIL OMIT (1'r ' '. /•'• 7 6 ' Ir-.----.. . , e '.. . ' ' .. - ": -. ..-: -----(:.- ,. - ...--- �� . / �% �. • ti ' ' /` tc�7 A SY a E T 'o~ , / LA ECA E eCN11EdTi • ars. •/ • / .. .111. , , �( }. ENNETN E LdAfi • CEPITIF N.' ) II. ATE• NO Jab I � J ' � !O A1N /Cs7S • 2 ' �ttGaaGe 1P j / L z fttvt �� . / 1 , Au i s G � � /� / �� �. / , � : ': i 13. Si r deb 77 trr /��aaLion ivto (' • • . /� o e e 5 sc an r> rh 77 - rc7rG • • , ,� � / 41111111/ / ' 1 C� ` Sc7~ project title , � 1 ) ) , A �ti. e ► : • I . . .r .. _ " 1 ' " / CITY OF TUKWILA S ,II I . _ . f . .� It. APPROVED DEC ,�_' /. �' �� ' ` � ��_► 1'81995 • / I AS YOIED 0 � . � /) _ BUILD! " G DIVISION \ \ / - of ctedrir� I • .. . ' / ��h // I . Y ► �/ sheet title: \ \ { 1 •j LANDSCAPE PLAN '' 9 . \_ ...e Sr o eoa.e 6b,'•,, I I 4.7 oe _ e o :oo ^ooce - ue ao > o 'e. o f ■r/7CG7` z_---2.. f rn/C �reo • ea OA -\ - a — . WPWW s - 4. - a G oh..2 l- 1a eeded G4�r7 7 dirc'GT /(ih y /S d /reGTiO/7 • -- Sa77%7e/7/Gr rar/GWal\J k P pvir.pc urr tali FPS - p¢¢ cn.- turc.2 /r3lA (..24 a cite cyxitr s ` lP7.B .. / is /441 LANDSCAPE PLAN , revisions ^ date: lo rw sheet Ha 1 " = 30'-0" CITY OF TUI(W draw 7� vey Odt gECE1VED IIA _ I 13,95.......00.....0...... • \ I 04Preq NOV 0 71995 checked 71 .. PERMIT CENTER — Bate f5• /1 "7 rl l 2 3 1111 a ] a � I I 8 ' — IF THIS MICROFILMED DOCUMENT IS LESS r li il l � T i Ixr � jlr� !Yin] r l .� l i Ti I I I I [ DIE �� rl CAD TURN ruTC nnrrr IT rc nu rn � ...... .,, L JO . architects . \ Ilnardlc deal9n group architects 1319 dexter aver. n suits 260 • .\ \ saattb, WA. 98109 (206)263 -47e4 • 4 TNUCO" ::::11.13�oww ACCOnMICE OF DOZE RIESTaCTORS \ POOISTOPSNO 1 7 t o owramI \ 1 R 1PO ....... s ,,� aN C \ consultants \ KENO 'ON E . kq,'r .t .;J : ,T,a±i -,. r IL \ ._. -- \ \ • .................„\ \ / \ / s / • • / \ • / project title • t� \ CITY OF TURNI1A . . . \ . _ 66 \V 6hrGfYLYn ' ' CGG�C/r APPROVED ° • , DEC 1 8 1995 � �� \ AS SiGIED 3e2 Meer / rareed �j/ / tz�,ree ! BUILDING DIVISION for ff IS aYe9 �\ ; I \ / s he et title { !o, \ L/�fiIAPrPR • I hl - i ,•. j \. . . • - .��_ Gomt�norJ f�p�/r 1� ifi�� � `y — .,.,..� r //7G/GY 1 > ® ∎ ♦ l� t l� Vi.e t 4t t c vjir •��� ce..•_r4��'� f ta Si lg'"4 ����a :0►aw.�p O' YArST b' - -- _ — e - - - - - WAR/W. ��� �� : t l � t V i i i AWliw t t W: / � i i . 4.1P i�� �0� — T � > 773rt fi• a , rz wrda p /�I 1 tLq J•unset r4/np/ o / 10 -1444 LANDSCAPE PLAN s i tr rg�ev�� un�e /Ve, s /rn cI ow. no reviaione data 1 /v5. JUN 2 9 1995 job no- ti7eat no ...... 13q 5 Od,„„ g, = 6o,._Off PERMIT CENTER draw l / -� //M bV . checked date c f,.• //,..i9 sr._ .ra. Iz /C 7?, 'ii illllll.'.L'.L11I7I, I 171 ' ' I T - I � I r _: , � ,.M• „�. 7 2 a 4 5 6 7 e�'' s ' /� ” °' '' IF T HI S MICROFILMED DOCUMENT IS LESS 'a I 1 I :' 'tV '# J V A IFNI { THAN THIS NOTICE, IT IS DUE TO • MOM V s.'''..4 a s L JG o architects 4. Ilnardlo dedgn group. architect. • •Y 1312 dexter; ave. n sults 200 aerattle. WA. 98109 (208)283 -4784 \p• \6 tp vixr xseNO . 6, NMIw ecrreprt xr xmiine m IXuNT�m 0913 OZ E \ '''1?, ea II \ 1 63 93 o NoRCCV./....' \ consultants \ w 0 , \ ..----------\ \ • '''-•,.,, \ . UNDISTURBED VEGITATION \ \ project title • / CENTERLINE OF CREEK 662% \_ PROPOSED OW Ie n N ,, POE: °s 500' -p" 385' -p" SOUMC�Ei�"u Eli N oR % C�©LF tb6, ■ b DRAINAGE SWALE \ GOLF BALL SCREENING MATERIAL \ o NIC SEE SHEET NW FOR ELEVATIONS CITY OF TU VJIUI y SEE CIVIL DWGS APPROVED DEC 1 8 1995 a� • \ AS NUIED ` B UILDING UNDER THIS PERMIT TUICw1w BUILDING DI VISION % \t , i \ s _� b sheet title: "), H 1■ APP PLAN I 16 . DRIVING RANGE AREA. N \ 3 / • PARKING AREA SEE ENLARGED PLAN i'''''7 .== FFIY Cll 1 _ L-, / GOLF BALL SCREENING MATERIAL NIC \ \ _— 9 GRASS TEE AREA L = 0 1 I 1 11 11111 1 ° ' 02' 27" W ' 1 -- . :2dat--t-M 84.26 T-- __ _.1,... 1�b-' pFiiclZ• c'o -7wt� 20' 00 55" 457' -0" I I 32' -0' S 25' 01' 32" W 1578.10 876' - O" np ypna 8+ ° I i cb alleet r1w L = 93.10 NEW DRIVE PER CITY STDS ' SOIJq$BCENTER PARKWAY 711YR079.)TVUT1995 wtw draw • op .... 1 -- op.„,,,,a,2. � I � ��� (n1N N 2 PERMIT CENTEq CFIOCIC Q data a -iB -A4 � 6 • ,y,� u �� I IF ru .c kin rrrc rr is nu MICROFILMED DOCUMENT IS LESS c rn , ! t _: - .....- ..•..,:, - �`� " C f �Tm� � -r I : f h Tim � 14 Al w � rnn rl I. , ) I f IT I � �(, O 1'1" 1 1 (l 11 mh e - - O ••••� "_• 1 2 3 4 5 6 7 8 1 t t / L DO . architects • / / Iinsrdic design group . architects . 1319 dexter awe. n suite 260 — seethe, WA. 98109 (206)283-4784 / • SOLO Pat.. OS DIME.. USED MIDDLE THE•DRIOD / • .ACCEDED. a max pStNC IOPE • • „Q,1 col 21 / eat Oman,. N 04 O . 0'/ GR EK — — ' 1 eretar are l E � OON / / CF NS�VSN OF ' — — / • / � \ consultants / DF cRE �/ • / d (:)V5 � / — • / ...--1".. 30,j • / / I • / PUT ZING GREEN II I / - UNDISTURBED VEGITATION / \ .ti . �- — — CONC. WALK BUILDING \ r yps O� n NOTE / FOR SITE DETAILS SEE o\. o I o, ry © \ SHEET A -4 / o • \ A / 0 ® 4 R28' -0•' V ,� 20_0" O 4 4 � 6 � 9. RANGE AREA OF G��� / / / / C , O ® p Q��O.A /\ \ LANDSCAPE NIC \ �f. DEEINAGE SYSTEM �\ 0 � J y-/ SEE CIVIL DRAWI ! fi F. ��E 45'0'0" N , • ..)6 c� of j 11 D• m project title NIC • / O 9' �� CONC. WALK 5 o / _` ^1 � - b - Y Q �(dJl"OO el"�D WILE MADE FOR o-le • ro ' 1 b o �SOUTI�C�CNTEp a ti/ / � ( . y J J m0 O -C9' -6" eOoLFEMC, • �5/ D' INAGE SY ' EM ( 0 _ 1 54' C' 19' 24' -0 9' 9 ® 9' -0' = 61' -0" 24' 4 D 20' ' 0 0 - / S E CIVIL D' • INGS N/ v 25 - -9" ` 12 a 9' -0 "= 108' - -0" / b ---:; —> ' R5_' O", b (c .0' CITY OF TUKWILA C;� CLINE / � . " ^� P ! GRID / APPROVED z II - 1 it °i "' `/ 4 AYE I T I ` _...NEW STAIPFING DEC 1 8 095 AS / / - .._..._ `.. "_ - _,f1D GRID � D� L D ' Vk14 AC PAVING - LINE BUILDING OIVI'o ION I L 5 ®1 1 .S0' 7 21 II dD ) U' - 111 I -- - - GRASS GOLF TEES \ \ / / .. ,8x49 n __IOU ()' C2 __.. -.. JI - — 04' 29' 28" \ ----- Sn " - - -�" - - ' '- C - - -- 6 0" HIGH WOOD FENCE / _ 0 r -. ' W/ 4' SWING - GATE sheet title u R = 497.50 / ! I C�D_... PARTIAL a. -- RANGE SCREENING BY OTHERS L = 38.85 \� __ -_. 1 - -: - - - W CONC, b r PLAN 45' 02' 27 W _ --. - — <, G I i WALK NIC SEE ELEVATIONS SHEE A = q' b .__.._ . 0 _6g9_ 54 - -.� fi' � 84.26 `_ -_r �� .. IA ` - 10 _EASMENT -- 20' 00' 55' . 274' -7' - — . — S 25' Ot' 32" W 157 &1)�. R = 266. _ 457' -0" - -- / = 93 / 12' � - -- _._ -.- //J TYP \ NEW CURB CUT PER CITY `EDGE OF EXISTING PAVING S0oU nCENTEDIpARG AY OF TUKWILA REQ ci... 4 ,u`J1 .ry/61O LV4' no= revisions data � � 1" = 30' 0" draw Bot9.45.... I \ ®/ \ ■ ` chacRechecked Q a V `A / t3ECE'Iy date= 8 -19 -94 aEP 2 4JEVELOVI. t •�.•acrcwne,.� ,"- ,�...' ..:, .. "_."�.ma.ivmx.�ew,�e+r. -� ..>' 4. , „..,�.+.,+�,,.�....._._..,.w.. . --�.a, sw� ,.,:» ,...__ _ ..._- ., . _.- .,,...... _..., ...__. . 71, T -•,max IF THIS MICRO FILMED DOCUMENT - 2 OCUMENT I � q�'F�17 I �• . �,��,�.� I �,. lip T i �.FFritt'1�111 : I ,rO • ^•^ �•.'..,. 3 4 5 6 7 8,' c .� Aw _� I ' rein rune rurc nin 1r !c mc E rn I p ,, IL, JG r a rchitects y IInurele design group . architects • — WORDS IN AT LEAST ONE INCH LETTERS: 1319 dexter lave. n suite 260 PLANTING BED NP PLANTING BED NP "RESERVED PARKING" saattIo, WA. 98109 C208)283 -4704 SIGN MARKED WITH INTERNATIONAL SYMBOL 1" RADIUS lYP r R ADIUS 1YP - 2" AC PAVING OF ACESS AT LEAST 2 1/2" X 2 1/2" "" " OVER 4 C RUSHED ROCK UNDER SYMBOL " STATE DISABLED PARKING EXTRUDED CONC EXTRUDED CONIC PERMR REQUIRED" _ CURB CURB W/2 # CONC CURB AND P° BARS CONT. SIDEWALK(EXPOSED PROVIDE 2 #4 BARS INTO WHEELSTOP� ? , 2" AC PAVING r AGG TO SECURE TO PAVED SURFACE b ) — 2" DIA STEEL PIPE �i i 2" AC PAVING W / #4 BAR CONT EMBED MIN 1' -6" I W �� PROVIDE WHEEL STOP AT SIDEWALK EDGE SLOPE PARKING STALL TO SIDE WALK �� SUB BASE PER __ \ .MAX SLOPE NOT TO EXCEED 9:20 \ Oa • ° " SOILS REQ'MENTS _ _ • _ SIDE SLOPES NOT TO EXCEED 1:50 EMBED SIGN POST IN 8" DIA CONIC. FOOTING. HOLD IN 2' -6" FROM FACE 1. 1" DIA WEEP HOLES AT 10' O.C. AND 1A .o •' -' -x` T OF CURB " o REINF Vat 1" RESPECTIV BACK HOLE WITH FILTER FABRIC CLOTH 2" CHAMFER', ' 2, CUT CONTROL JOINTS AT ALL CURVE RETURN POINTS . . W I AT INTERVALS NOT TO EXCEED 15' IN LENGTH i0 HEEL STOP CENTERED IN PARKING SPACE 3. AT IA PROVIDE BARS S AT TOP D BOTTCM OF CURB SOILS INTERNATIONAL SYMBOL OF ACCESS PER ldr� W'Wesrmaa_ L FROM EDGE 6 / REPORT #4 BAR ANSI A117.1 -1980 DEC 4.30.2 FINISH WITH TOOLED EDGES CENTERED IN PARKING SPACE `\ 0 EXTRUDED CONC CURB CD CONC CURB 1 0 HANDICAP PARKING ENTRANCE 'TI CD HANDICAP SIGN consultants , . - -2X8 WOOD CAP 15" X 2.5" HINGE(2 PER DR) PROPOSED EXTERIOR RANGE LIGHTS 1,000W METAL HALIDE 12 •_ 0 •• SIDING OVER 5/8 TWO — 2 "X3" X3/18" ST FRAME W /1/8"X 1" LIGHTING DESIGNED BY GE LIGHTING SYSTEMS 4" SO STEEL POLE LIGTH FIXTURE ,y PLYW OVER 2k4 CONT F.B. WELDED TO 5T ®T &B ®16 D 1X4 CEDAR (STAIN TO MATCH BLDG) '7'1 V j . ",� �� j POLE MOUNTING HT. POWERSPOT POWERSPOT TOTAL K.W. i �MOOTH P YWD 1 11111 1 20 22 AT TNTpRIO N HANDHOLE . (PAINT) 1 ''. i.. 1 -- COVER BASE PLATES 1 i�� 1 Pl 75' 6 2 $ $.7 METAL BASE PLATE P2 75' 3 2 5 5.5 N 38 ANCr oR BOLTS �I P3 75' 3 1 4 4.4 cRADE P4 75' 3 3 3.3 iMINIM : 1' I 1 PS 75' 3 3 3.3 • I. I,I■ aN P6 75' 3 HI A 1 .� / L, 1 P7 75' 3 "" �8 " .. 1�. P$ 60' 3 REINF ROD f LL � II. P10 60' 3 3 3.3 ##4 VERT ��] •• CANE�SOLT ONE PER GATE 1X3 TRIM P11 60' 3 3 3.3 ' " #2 HORIZ IN RINGS — 3/16" GALV ROD St TURN BUCKLE 8" LAPP SIDING P12 50' 3 3 3.3 4" CON SLAB ONE PER GATE o 12" OC 1' -8', _ ON GRADE W/ WIRE MESH �I 2 - #4 CONY P14 50' 3 3 3.3 P14 50' 3 3 3.3 CONDUIT P15 50' 3 3 3.3 24" DIA CONC BASE PLAN SECTION ELEVATION ELEVATION LAPPED SCREEN WALL p,s so' z 2 2.2 P17 50' 1 1 1.1 1 TOTALS 75' 51 5 61.0 61.0 project title: (ID LIGHT STANDARD BASE ODUMPSTER ENCLOSURE POWERSPOT 20 IN CAT NO. PSFAO1M A3GPO (7608 CURVE) POWERSPOT 22 IN CAT NO. PSFAO1 M A2GP2 (6947 CURVE) PROPOSED GOLF RAE FOR: 4 ® 30 = 120' ® 35' -3 = 635' -O" I 4 0 30' = 120'_ GOLF DM a, o CITY TUKWILA APPROVED in tO DEC 1 8 1995 AS SJILD r A 0 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 111010 09,19 BUILDING ONlol•N EAST ELEVATION 3 19 48'7 = 145' -9" 5 ® 29'2 = 145' -9" 6 ® 3G 5" = 182' -6" 4 ® 30' - 5" 121' -9" 5 ® 21' - 2" = 145 -9" 3 ® 48 - -7 145' -9' sheet title: ___________ ___ __ ___________ _____ . O r I 0 n r - - - -- -- -- _______ WEST ELEVATIO NOTE: 5 0 50' = 250' _ _ NETTING ELEVATIONS ARE FOR REFERENCE ONLY ,A. Fa" P8(t Grr`t' IZG r BUILD PER ENGINEERED DRAWINGS BY KPFF no revision date b O DRIVING RANGE NETTING AND POLES Job no *wet no 0 lobe --g‘-"P`-'0--- t - a--( --) draw: !� _... ' d 1395....co, cl FruIECOWIU clledced� �A7 0 4 NORTH ELEVATION _ i f L� j PERMITCENTER data _ -...• m :T� 'i�+sr.�v �9wt. ! I - 171 qr ID rill rl1t ) i. T(T _r I III' 11 !, . —71727771-2 I I l ' "I � � �� s + _ . " , - ' IF THIS MICROFILMED DOCUMENT IS LESS 1 �•TM•� " =" t 3 4 5 5 7 8 €1 , , Paf , ATIT .- CI FAR THAN THIS NOTICE. IT IS DUE TO' ..... + [ . . r a s . z • :. t ir , aF - > .. w, :::t v: 4n � u .. _.. v . _.. . ,. is :., :, � _ . .: r. >n. ,. 3 .... ..: ,5.. t ..r, , >... }, � ?S '�" ' ., c" s d.r i I ^- ,i. tee •.w•. , e , ,,i,„.,,„,,,,„, F - w x =:ii. t y I ✓ i�f :.st p 3 �� , I t d t l t 1 , , ' ' '1 L ' if?,'''.i---,, S A T "! Ad+ t� ®ctsr< , , 1:T, ,� Ilnarld n g r oup I a t 1310, dsxtlsr v+ f1 nuke 2elo ; seattb WA. Whoa Cade)2e8 -47e4 " , i xm rusan. M• � o ip . c,z +xs Ax�eb w nr + Haaav e"�i K wnoowm UazwP,eD. 01O0�BfOO,PI�{K, u LICA C_D 0 0 ED 0 0 0 0 ED 0 0 .,______ , , 306' -0" 1 A TE OM WAaNCIION F, I 18' -0" 18' -0" 18' -0 18' -0' 18'-0 18' -0 18' -0" 18' -0' 18'_0' 18' -0 � s• —o s'_O s'_O° s._o,. s'_o" 9,_0.. s._o" s'_o s'_O" s'_O° 9._0'. 9,_0,• s'_O,• 9 ._ 0 " 9._0,• s'_O" s'_o" s'_d. s,_o,, s` —o'` consultants O r Y 1 t -,� f t ± T _ 0 4 1 1 l l I I I 1 �. 19' -6" 10' -6" '3 14' -0" ' 6' -3" 5' -0" I 15' -0" I I 2'6 - 18' -6" — °� I O m4m�. ,�° 0 , e N _ - 1 it 9 _ ... - ® ` — �� ^(V .0 S A J � - iARPEf A/ n io p_,.M En I ms I ®Oyu I 1111 11' - �•PET� R5'dI - I N ER _ _ STORAGE I I `O d. ¢ 1M 5T E M �I c c A — CARPET C -I ._ � J 109 g ®. • _ L1O7Y of •R OP �.vllE]I •" 3' VIDEO TR GROOM i I ° IIM ® • J• NS �� ®N I a R9, -9" R 4q •� ::6 t 1E I i - • T g - o if ° PROPOSED F RANGE FOR: �NJ4C�C�GG�'[�W — 1— — --'<- — — j 0 9' -6" 9' - — 72) . 2 6' -0 6 �' ' 6'- v 12 11<7 11 12 y , l . 3 ' 14' -0" 3" 6' -0 12'_0" 6' -0" 12' -0" 6' -0" ' -0" .' -0 " 1_9" 1_9.. 4_5.. 8' -6" 41' -0 19' -6 ". 11 ' -6 " 17, -6„ 126' -3 _ 9,_0• CITY OF TUHWIIAt § 3535' APPROVED --- ----- - , - ----- ---,L --- - — - DEC 1 8 1995 l P),/,R=_ �Q� � �� FLOOR PL/ R (EAST) F���2: „, o AS DIVISION L C �" v 4 0 0 L �.: vu s�T a1 t Ca vuaar�oose BUILDING IJ Z. P .s t ' .Io Fs I.J -4 ape .,77.44. CV" . P 64( " 1/8 " =1 - 0 " 7 ` 4,- [1...-. t>z."--Tc2 av r, cr.,--k sheet tile: K � _ PARTIAL IFORSV FL • � ∎∎R PLAN (EAST) L---- 0 - I ,/ A V.-, ,apem fe -, P+*R' o / A> 6•-7- no revWoOs date. lob na sheet na r39 5 do, RECEIVED dray ® : ® C ITY OF TUHWIIA JUL ��' Q °5 PERMIT CENTER data 2 -8 -95 I .n . ...rn- t.,I•', . .. <. I I�I�I�I IIIIII Ii`��T TITJm Ill iIl 11 f1'11T1 7111111rr1 1p IT I 0 ml, "I 2 1 1 j 0 2 3 4 5 6 7 e';: A A_ I IF THIS MICROFILMED DOCUMENT ISLETS f'1 FAR TLIAN TI-ITC Nf1TTf.F IT TS 7111E TO 1 LL JG . architects Ilnardic design group . architects 1310 dexter ave. n suite 290 Beattie, WA. 98109- (206)283 - 4764 NOT M.S.) ALL R.. RESERVED THE ABOVE OM.. ANC SPECIFICATIONS MC ME. OESIONS ANO ARRANCOISMS REPRESENT T.REFIT " s i l o ' _ OF ME AMMER "'""" wnn m"�"ex R''' TAM TO SPECAMCS710. SMALL COMM. ATE Or WATIAVAIRCAI consultants O O ED O O ED ED a 1 18._0„ 18' -0" 18' -0" . 18,_0" 18' -0" I g Ip,_9 1' -7' 9, 9 -0 9 -0 " 9-0 9 -0 " 90 " 9 -p ' • 9 9 .� CO T allr 9•,0„ _ � _ f ll . ° 5 7 8 BD ao m HITTIN AREA 1 1 11, 1 A 0 - r � � AIR - 1 _ - O project title ■ 1-7.-1 11 001 F °i UP 1'' -6" 6' -0" 12'� -0" 3•_0" 12•-0" 6 12'-0 6'_0" 12' 0 6'_0" 12' -0 6'-0" PROPOSE 6' WOE FOR: L ®j Sor�TaCIE Ea gOLIF MC . 10R ®11" I j � IIO I 4 ._ 6 " = 9 ._ 2 " 4 ._ 1 ' "� 90 cv 11R06 75=6'2 18 ._ 6 " CITY OF TUMNILA APPROVED © DEC 18 1995 4aDC3�U 40 ____22022.46 1 BUILDING DIVISION W m sheet title: 131 F PA LfFMWST FLI .Rl I PLAN MEM) P[f11 OO_ F Re= FLOOR ZP iz-i11J V Q 1J E6 J ) 1/8" =1 -0" Rb✓ p c>� a. h3+p 1,2k no' revidona _ data r? ' 1395..... ' lcb na � dleet n DECEIVED CITY OF TNI(WILA draw. A ra� JUN 2 91995 checked A ° lJ PERMIT CENTER ■ ®s data 2 -t -tt ;I .- ...�...nmrm m . .arn+e_wwwwdwuxr.:,sy,s. ....."„..,wy "^^.ra.4,mw<..amee ....., . . _� .. , - ,...e..,.�,. ..,.. m..,. m .er «:.rvnaxnmw,e+n......„.r�,rww - T . :....�.a , W x^u`ru . t%* ii I7 jlllitil II r _� Y 1I T g r rr rrrittrq. I will ",,, „ „ „,„ ,¢ r I �f IF THIS M DO CUMENT IS LESS 1 2 3 4 5 6 7 8 ��� A wo m : : rl cnn ru rurc unrrrc Tr rc nuc rn LOG architects , Tinardi d group .: architect, 1319 dexter.nVO. n suite 290 I•eattb W 98109 (206)283 -4764 COMBO AHD PUBLISHED THE ABOVE MONO. COPIED awn. SOLD 1Dmrwxmac camwwnmw'1'iR'"E Z O 0 CD 0 C)I . O 0 CD 0 0 0 RIS SHALL CONSOTLHE CO IsS or 51 306' -0" 18' -0' 18 18 -0 18 18 18'_0 18' -0" 18'_0 18' -0" 18 1 / �� 19.011117111.09D ' 1 I I , , a'w 1 . O 1 sralor+ t E J 00= b x o consultants _0 J • 0 1 iI ao L 10' -6 '6 14'-0 Ga., D, H, V, O ----- r 0 - -� _ - -� A r -- - - -- 1 IM F= N N �1 1211-0" 6 ,_ 0 „ 121 -9., .. � '_9,. 6 ._ D ., 12,1_D,. 6'_0., 12 .1 - 6._D.. 1z 6' -0., 12 .r D „ 6. -D 121-0 6'_D" 12ro 6_D 5 6; o ® IIIII DN � A S H GH W /WOOD CA' II M sil \PEN I IT = _ M _ A`` ELO 9 -0 I T -, o w 10 1 — - � CD project title U 1 3'6 7' -0" 3'6 1 1' -9" 1' -9 "-' SOO TH ®� FOR: GOLF OGOO, viar PHA TZz = = 0E©©I D D =©© -_ ((l00 =� CITY ovnlKwia D D P LI�1DV APPROVED 1/8" =1' -0" DEC 1 B 1995 As w■LD h 4M OTU ri ET790 SISloN sheet title PARTIAL SECOND FLLOOR O PLAN 1 6 Re-/ PFR a.�a•lutz ANN 424 na revisions data v51:i 5 ..... op bid. 1 4„, lob Ilo sheet MO . RECEIVED bit:15i.. CIN OF TUMNILA dm* JUN 2 9 1995 thecke6 Q o D PERMIT CENTER date * - ' 2- 8 -96 ji 1 Ortfir II I��i C rl �t i i - 1 IF THIS MICROFILMED DOCUMENT IS LESS ?: 1 . ,I 1 2 3 4 5 6 7 - 6t, „, 14' ; :, As -. . I IN rep TU , V° IF C MfTTCF IT 'IC nSF Tn L JG'.o architects Ilnardic design 9rou& . ar'chitectb 1310 dexter ave. n Mate 2e0 Beattie. WA. 08109 (200)283 -4784 .CSC ra TO ENTIOTS COPIED SOLD PUBUSS o n otr os USED w mrou r InIstma e aw morr ows cox cBO'S °A"so �'"v O O O O O O z A 6O'Y mBfA ON consultants 18' -0" 18' -0" 18' -0" 18' -0 18' -0 18' -0 18' -0" 4 0 8' ,g., 9 9'_0" 9•_0.,. _9,_0•• 9 9•_0' 9•_0" 9•_� o _' 8 ,g _ F. - - j /- - t - 7 - 0 0 0 Er, ._ Y GUARDRAIL AND SPINDELS l l m @ 3' -6" A,F,F, ro b m HITTING AREA I I203I - 0 - — — — — --.— 1 0 � ...1 2 A�I J Ark 10R 011" d I •�► o project title: I 0'_4' = 9' - 2" 4' S 1 1 R ®6.75 =6'2 PROPOSEN OCLIF MKS FOR GOLF MO. ta i 0 CITY OF TUKWIfA APPROVED o _ /pA (\��IE�((/�_ MID IFS o p��If��Vf1I ���(���(/7IE DEC 181995 PA A _[r�1� �J LS �JOL1 V J tl BOO ��Lr�1 L1 V V l/ L'���� , AS NJ110 ' 1/8 " =1' -0" vuNMA lt- BUILUING DIVISION DEI sheet title: NeltU9AIL SECOND L PAW (W Rib, rep. a.,Mt -trz,Z /P c, L•7'4 no revisions date lob rwY sheet nor CITY 5 TUK.0 ® JUN 2 9 1995 draw I PERMIT CENTER 6.406 W -...,_ _..,,__._...,� »ir., .,.. v:_..sr,..a.:._........�...L_a c...w L3 :;.^t&'.t - ...<, .. .. r 7j7T 7� �ry X 7 1 7IT �7�Iy�y ... -auu .i-. -. ....' .:....... ..... .:- .�wr,. ..,.. «..... -.... s . 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OF MOE RESTIVIONS irk gh T T EP CEDAR LAP SIDING t.......7 Illecornmeo CONTINUOUS METAL GUTTER (PAINT) WD TRIM i..1,c..rrecrr I METAL ROOFING I — — -- VINYL FRAME INTATED GLASS I I I I " c ‘ I --I I I - I I I ATE OP WAI3104370N -•.IIIIINHIUIIIIIIIIIIMIIIIIIIIIII.M.BIMNIIMIIIII.BIMIUIEIHIEIIIIIIIIIInIMMIIIIIMHIIIIIIIIIIMIIIIIII.1..nMMEIP -- rit _ _ , LL _i_ L_ _ _ MINIM L II II ••1111 II M ••I 111M....... aw i 1 1" . k ____=— i i ''''''" =_NI ....--' •___-477 i —a--m.- •-• --- consultants M l — I I I I I I I I NM= = 2- --- .-- --- ." - , F ----...--- isx 11.rnst-._ ..-------- -,-, 7 - - -- 7--- - 1 '_-__r-_-_-_ '1'11'11 ''l '', , 111 1 " I 1,, , _ _ __ , , , , 1 - Rm = L. _L ... , L.11,,LI . ,,, i i 1 , .11 1.111__Lt___I .LLIL L_ --= ...........■-- ---- II-=.-•' M=._-=-11:1=- _____-=-MMIIMEMIN Mil ' A 1 1111111111MINIMINIII, 11 i - JIMEM 11111111161 1111111E1191=1 1 i ______ _ E ili 1 _ _ i ME _ --__=,___, mffilimm mmr__ iii -, -.-- H _____ __ --- - -- - _ - __ _ I - T - i _ _ _ , _ _ _ _ _ _ ,_ _ _ - - - - - 7 _ _ _ _ .,_ _ _ - - - - - - 7= - - :-- -: --- -- - - -= I I N . iii . ,_ y , _ -- i I ■ I \ . r -1TMPFRED GLASS I I GATE ACCESS TO .- S TEES SOUTH ELEVATION 3/32'' = 1 '-0" 0 ci 7 EE T 0 T 0 . ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.. ,_ ,;;;;;;;; 1-12- NH20FTTTTWLN:GGTSBRTIETWA:1°:::' ' TEA:CH lx WD TRIM (PANT) ...... •IMILIIIIIIIII J r 7---- __, EL L j ..........................,„„,............................ 4 / . HITTING BARRIER BY OWNER __ ' IIIIIM■111•1111111----- ______ J__--- Li j —___..1.k____ ----____ -------- -- SAFETY NET project title: _ I ------- ___=.-.1-millimilromm-I-M1111111111111111111111M. i t _i __________ 1T _ ' ..... m MIE El M MI =I a '...=1 IMMO -------- --- --X---a--- ':' PROPOSED OOLE RANGE POW _ _= _ - -- _ _ _ _ I IIII• SOUTHCIEHTEN .:-..-- __ GOLF ON©. luillu iiir -.-- _—..... IIIIHIIIIIIIIiiI ._ _, ...I FENCE 0 EXTEND TO - PROTECTIVE NETTING Norma STATION SECTION WEST ELEVATION W16" =1-0— CITY OF TUKWILA APPROVED EAST ELEVATION 3/32'=1 3/32"=1'-0" DEC 1 8 1935 AS SUILD MORA, Wm BUILDING DI \ IBIION IT T c 0 0 T T T T 0 0 T o. T () T 0 T sheet title: ENTERIOR ELEVATIONS 0111111111111/01, /11111111MIMBINAMMUM__ • I ....,... -- "',11111 _ , I MMINA_LJP IIMIN11111111111/ X in _ _ ,..... — 01 ..... : EI:::: 1:1:0■1::: — 1:::$1■1:::i I::: ----. ..... irssimilllism Issisi irra:M_ ismg — Avg 0 I r I T T T T P 0 t P P __, - MZ 111 ::: ::. ::: ::: ----- ..... :II 1 r 1: ell: NNE 1::: ____ CZ: 1 ::: - I T 1 111 I ____ 1110111 01j1111 OM On MO, 101 1 II 1 - Ii_ i 1 MAO I =III I — 1... I I I no- revisions data r_k_al IMATOOM NOTE Job no: sheet no' 3/32' =1'-0 THE LAP SIDING AND TRIM TO BE PROVIDED AT ALL EXTERIOR ELEVATIONS PER SOUTH ELEVATION drew .........) checked' e 4 s q VIEW 02......aa_ date 2-8-95 REcovr,i) aLP 2 8 193') .... . 0 0 s(6' IT - ."E'sv, ,9 r I 1 I ITrip '`'''''''' Pirgirrr m rrriTri tririliFirTrITHI rig rijiMi "rp '''. - ..' - . _ _ i ■ 6 1 1 2 3 4 5 6 IF IF THIS MICROFILMED DOCUMENT IS LESS 11 CLEAR THAN THIS NOTICE. IT IS DUE TO ■ a rchitects linardta deolpn circuit.. architects 1319 dexiee ewe. .n suite 200 embattle, WA. 98109 (200)283 -4704 I WARTEX CONSENT °CONTAicr�mwuem N Limn me MOVE OFALT4011 101.111ECT V19.1. • SPECIFIC/Mr WW1 F 4 1395 di- - Q., 4.'2* IRECA\ ,AE-... I ere.. W ASeaTON METAL ROOFING consultants STANDING SEAM OVER FELT 1/Y COX PLYWD WOOD TRUSSES BY MANE. • 1 , 12 12 1' 12 12 3� — i 31 - 31----- g(-- IN)" 25 CONTINUOUS VENT PER CODE BETWEEN EACH TRUSS W/METAL 1 SCREEN 1/4' CLEAR GLAZING IN WOOD FRAME '_ PROVIDE CONT. RIDGE VENT 5 /B' EXTERIOR SHEATHING b V/ HEAD.SILL, AND JAMBS 1 (PAINT) n (PAIN 2 %12 T) RIPP TO SIZE CON11N000S METAL GUTTER - - b 1X3 TRIM b - 1 .J.l h 0 • .1 METAL FLASHING (PAINT) ZA b 3/4' OU 1/4 ROUND - 1X2 TRIM • • ~. N H ALL SIDES SIDING PREPNNT to «. OVER 15y FELT OVER 1 Y ~ CO% OVEA 2X6 a 1E O.C. n - - ' am WD SCREEN BEYOND COL BEYOND project title ( n OVER 7/7 CDXP LYWD SAFETY NET NIC / 12 BEAM BEYOND Pe I (SEE STR) DECKING 3 r --- * eV" ` _ to / / — iS CONT MET L [ / �epf' pSOO ® NM ll � (� lT T a T� / 1 �NC� FM • _ O N WPNMEMBRPNE �1�� -•: • __ __ _. .3• aIpnIIII�WTn�`Vp�n//L��SW II LSW .. . M . ' ON PLOD ON WD DECKING Ma, 1111' WOOD TRUSSES BY MANE. � WOOD TRUSSES BY MPNF. T 1-'2 SUSPENDED CEIUNG SUSPENDED CEILING CITY OF IZ APPROVED b N VINYL WINDOW FRAME 61 ViN \i 5 /Y GWB AT INTERIOR DEC 1 8 1995 Turtwou (PAINT) AS RCIED ,qp L _ ` BUILDING DIVISION f L FOR TYP f FOR TYP NOTES _ .f • f SEE SECTION NOTES A SEE SECTION A I Meet title 5 : i» SECTIONS is e. «i oe oe M b N. b M S R1 M) GWB AT INTERIOR M , F / ( ~I » 141 I MI ►�:: N eel N 4' W.W.M. SLAB ON GRADE "' IM » IMF � '. / W/ WW SEE STR ra oi . e. es rN r IL- '_0-1 1.5'X1-0" . RIGID INSUL I E- 1.01z ob(tJ3¢ (3117 CJT+(' R 10 M na revisions data C lob na sheet no' _______' �- 1 PECEIVEO - draw' (il o J ed (� �Q � � JUN 291995 A°1 0 PERMIT CENTER date 2 -B -B5 . .' I I I .___.: } . I „" IT , f , Ilfil . s r rit V1 fr� HTlI>Frill ' "1 " 441 I � �. I F 'e i 2 3 4 5 6 7 e q " IF THIS MICROFILMED DOCUMENT IS LESS I 1 itA A I ,__ 5 lit ri ron TUAM TUTS Nnrrrt TT IC ntm TO ti 1.7036 ( � �� architects . Ilnardlo dealgn group . architects 1 yy { 1312 dsxterr, eve. n suite 290 wattle.. WA. 68109 (206)283 -4704 l MTAL. ROOG ONTS eoorvm : � ' STANDING B OVER FELT uem iRm[a aim n nu.,i� ; .. iii 1/2" CDX PLXWD xo COAUHrvi BCAOBB ar WOOD TRUSSES BY MANE. • 11. • METAL ROOF OVER PLYWD OVER ! aM WAlItlOION OVER 2X6 (PAINT) FELT OVER PREMANUFACIURED TRUSSES METAL ROOF OVER PLYWD OVER i' -0• consultants r Y i - 5 /B' TYPE • X' GWB (PAINT) 7:6 SIOINC VER 1 2 Ili l / 1 '. / ' � t CD R E 15 F FlN ELT OVE 1 / Li f R -38 BAT INSUL I I R 10 BAT INSUL DOOR BEYOND PER SOH ' �! 4. 1X8 LAPPED CEDAR SIDING - re OVER 15/{ FELT OVER 1/2 CDX '— 1 011 OVER APP O 1C O.C. _ -_ a 108 LAPPED CEDAR SIDING 5/8 GWB OVER 2% O 18` 0 .0. b • r 5/6 GWB M.R, PAINT 1 INSULATED GLASS IN VINYL FRAME 01 11 _L Dm.3B • 2X WD TRIM / 9 j I • ∎• 1 1X2 WD TRIM / / b n 7 CONC TOPPING SLAB OVER 3/4 T &C 0.C. 1 1 /YNL NG PNM / / / 9I OVER 2l(10 0 16 .c. Ar t i L / N HANDRAIL TO WALL / / `, 1 P, / MET BRACKET 0 4' OC MAX /� / / SIM BELOW 1 p 7 - / J p roject title 2X8 O 18' OC O / WALL BEYOND f 3/4 TWO PLYWO O,`/ S G — DOOR BEYOND !+ 5 /B' 2 C LA WB TYPYERS OF ` % b PROPOSED GOLF &WO E FOR: E X / L i _ r ti S0U4C�6CG�EQ OF TUKWILA � C�OLf� DM I' i L. I _ I B. R -19 BAT INSUL \ APPROVED E, 11 A 1 . ~ • 2X12 TREAD NAIL & GLUE — 1 l 1 8 1995 5 3 2 X 12 STRINGERS « is �( /////�������( 1 EA, END, 1 MIDDLE , DEC DE AS S CCL 1 3/4" PLYWO RISER 17 b i 2 LAYERS OF \ «' GPB pBOL1/,1YLIIp /.1 OUILU -) DIVI.C,;oN n CONC SL1B 5/r GWB TYPE X \ • 1"a 4' CONC SLAB ON GRADE B IIWWWIIIS/"d (SEE STR DWGS) \ V. n W/ W.W.M. SEE SIR ED , sheet title SECTIONS I / 1.5 % 24 RIGID INSUL \ 4,5• -10 X M2IN ' -O' RIGID INSUL Allk " Y CONC. TOPPING SLAB ( SECTION OVER 300 PL ( -- B -- - SECTION OVER 30 DECKING OVER OVER GLU -LAM EL 12' - a• OA.4UvafL /54N (r7-4 A - 1 /2• =1.-0• / — A -11 1/2"=1' -0" __ r1cs revisions data 5/e• GWB COONS (PAINT) RECEIVED lob no sleet Ile GFTM draw, SIM AT CENTRAL ENTRANCE STAIR .an JUN 1995 k A-111 � PER CENT • dltd 2 -8-95 ' 1.TM.x`x �. ,-r> I jm f ��I�P1r� '� 1 ... 1 I I i ', - f l T T tI • " ` , IF EAR THIS T MICROF AN THT NOTI DOCUMENT ITE IS DUE LESS TO si I~ , ' i c1 H CE . IS i ,1. d l 1 1 11 13 11�I f 4 I'�1 P I' -T 6 'I I IB 'I:141 A �,. .133633 / ■ . architects Ilnardlc design Group '• architects dtl 1310 d ®xter'avet h euito 260 1 aeattle, WA. 26100 (200)283 -4764 moms moDonto. THE move mamas Ei ataancaana SID 104.3 ?MOM OF 7HE Rew ear NO PART THEREOF FINISH SCHEDULE DOOR TYPES WINDOW TYPES WINDOW TYPES "���. 1.17331 0029M7 .4 I,Wx 1 TA6R� 1TMK f F COILS We j my I TYPE BO6m>� w E ME,. ARE NO TIE m emm. a 0.23 APPROPRIATE aura No RCM/ IOM NOM 1.1 IMAM WT B£'. K.F. 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J-0 T d N 0 e, X 3•e, 20, 130. PER 2fd project titles Ia ■ ���� IRO 6 / g M O PER PYN 33Roo 5, %4d >d and X 3, 111 ' 43 MAN N f A SEE SCHEDULE R F �� I I , �' SRaPPMO 6, M tld % 7-7 .-0 9 _ y/p' TM Rf5H01D .-0 PROPOSER) (dU; LP RANGE FOR, x 2/9 TAM W/ MT .,,I IHA0. ON 21{� FA ( , BROX .Tray 3•e, •e, >-0 and x J-0 7C2 0. WINO $n t W 9ai0 M 4'-0 % 3•e, Mr-3 1 1 1 D SIOE a G SEE : Z` J T' PER SIRE • , —,' 84i! EpUI P ••••••.',.::..:..f.. . 35-717-C Td MIL P.P. �oLS BV LV' e UV II LSVll • INTERIOR EXTERIOR ; *:::::;..:?1;''' � '� m-v x ra se, O o O 7-3, 3, M TOP 60171311 6•e, %V-C 3-0 AUTOM710 SWINE Cfix6UE FD BUR 2' CX3•-0 Td CRY OF �. C I NS HA RDWARE 1 . 1 T 2 P AIR BUTTS (4 1 /Y) PER DR. B, vi emu 6.-0, x 0-0 >-0 . IN NCI. AMAIN I= 2. ac�SET B. c DSE 6 DEC 1 8 1995 STOREFRONT 3p KE 3. LATCHSET 10. PANIC HARDWARE WOW OmpXE%TmIM Milk �� n 4. DRIP ASIRIPPING 11. PADLOCK Yd X 3W T AS NUiL 4 . DRIP 12. NSE -l1NK TM _ VISION mum, 4. 1HRFASHOLD 13. METAL KICKPPNFL to >-0 x se, s-0 �G L BUILDI`v - G DI T. FLUSH BOLT ' 1 - �� Yd % Yd Td TOP - , i . ... AUTOMATIC SLIDING A e y WITH a S. am DOOR AND HEAD PICTURE Wm F.P. 1 1 1 sheet title o O .ROT SCHEDULES SIBI717111II GLASS III�f"i1 RAIIl'MI offal& S.C. WD INSUL METAL S.C. H O DOO' AUTC MATIC SLIDER S.V. PAINT INSUL CLEAR 'LASS INSL _ CLEA? GLASS T T T T T T O e © na revisions date job no, sheet na CITY OF E TIIKWILA ._ dray . . oct 5 ® JU 29 1995 ((_����(( PERMIT CE Q date 2 - - '.. .,w._. ,v ...., „ s :„.,,;. mu .,,,,,.,.-- 6...,V3..s..,.„...s , m•,.-..._ . ..,.mmonon:atTwN... .:.: ... 3a1:v«t....n... ,:. • �. ;4 ? src. 2- x .,13 3e.,.......:.,- .____.. e..,,..>. oQ,.. ..,..�........,........,..__.._ a. , °II j�rrj I P11i'III(P ITMITI � j� = *'.. --.- ..` „,, ,. -- -s ,. IF THIS MICROFILMED DOCUMENT IS LES i � .. i 1 �•^'•,••• 1 2 3 4 5 6 7 BS i B. O A. 11 ' CLEAR THAN THIS NOTICE, IT IS DUE TO . t RECESSED PAPER �� O archit 9 -6^ 0.9., PAINT AND W Iinardlc SURFACE MOUNT FLUOR. FIXTURE 4 up gro . u ite 2 450 ' METAL TOILET PART, !i IN SOFFIT W PARACUBE lInar d ®xtar n gro - • arc 2d0 GWB PAINT � SEAT COYER 4'6" X 3' MIRROR W/ SS EDGE ��� swathe, WA. 99109 -47E4 3' X3.5 X 1.5 D 1I _ olI IIo b y � _ P -LAM COUNTER CERAMIC TLE •ti�� bl� SINK THE MOM 01.00 TOILET CERAM IC TILE A Al. MAINGOAEMS I 6 % 6 TOE SPACE wxrmx SMALL PLYPESPIT 11.SEREST ME N. SHALL .0 URINAL INSUL DRAIN AND SUPPLY UNES I u. cawersnn of !O I® C ERAMIC T ILE SOUTH ELEV RM 102 NORTH ELEV RM 102 o amExmse u °„ „ Pmc "• Of ■ FAST ELEV. RM 102 WEST ELEV RM 102 I tm ,, ■ o El am I® SURFACE MOUNT FLUOUESCENT WITH PARACUBE DIFFUSER SURFACE MO NT FLUOR FIXTURE PAINT � yr� ® ® � IN SOFFIT WyPARACUBE GWB PAINT METAL TOIL PART. �� METAL TOILET PART. GWB PAINT ® ® o � SEAT COVER . W/ SS EDGE 4'6" % 3' MIRROR T � ET ITION 1 ._..2 =I 3'X3.5X 1.5 DW 7'..r"".72. '. RAB BAR . r COUNTER P -LAM -A M R G CERAMIC TILE iiE CERAMIC TILE ' '� CERAMIC TILE SINK / Ir AIM\ Waa CERAMIC TILE TOILET INSUL DRAIN AND SUPPLY LINES 6 X 6 TOE SPACE Consultants WEST ELEV RM 103 SOUTH ELEV RM 103 EAST ELEV RM 103 NORTH ELEV RM 103 REST RODEO ELEVATIONS 9ATIONS SCALE 3/16" = 1' - 0" IA VAULTED WOOD CEILING 11 1.1111111111111111.E11111. • IIMIR _ N E"----17 I■� t��� : GWB WALLS (PAINT) II IiiIIII111IIIII1IIIIII0I1 .'ll11'1111111I 11111 ■I� 111111 II I 1111121111111 ■I■ ® — _ ji �I J � ■I■ n - , ------ ----® �- 1/4" CLEAR GLASS IN WOOD FRAME ---I--- M. =-.® I I I (STAIN WOOD) • gill 1/4" TEMPERED GLASS IN WOOD FRAME T T (STAIN WOOD) T T T T T T T T project title: — 4 2PC WOOD MOULDING PROPOSED C: • LP RANGE FOR: NORTH ELEV RM. 107 WEST ELEV. RM 107 SOUTH ELEV. RM. 107 1/2" x 3 w/ 1/2" x 1 SCALE 3/16" = 1' -0" SCALE 3/16" = 1' -0" SCALE 3/16" = 1' -0° EAST ELEV. RM 107 QUARTER ROUND aONJ4G1 p SCALE 3/16" = 1' -0" (STAIN WOOD) ��L� �Wlyu WOOD RAILING 4" STAIN/VARNISH CONTRACTOR TO PROVIDE TRACK GWB (PAINT) P -LAM ACCENT 1 -1/2" OWNER WILL PROVIDE LIGHT FIXTURE — A Q A Q Q / 5/5 R CI APP!'OVED IN w/ JOOOEDR APINDLE I DEC 1 8 .1995 H H N � I I EACH END T HS WILD i / STAIN/VARNISH = LA BUILDING DIVIS ON • b 1u�� • = sheet title: P -LAM COUNTER r r A GUARDRAIL SECTION INTERIOR ELEVATIONS A -14 EAST ELEV. RM 108 SOUTH ELEV. RM 108' SCALE 3/16" = 1' -0" SCALE 3/16" = 1' -C" '.."' (:) ." P ''''. I 4 13 46 � 1%. SIDE L .L 0 L 0 A 6, ,L s - - a e ; wo mn,mwx -- g4',Prtie'ocr III ____ T I A., SHELVES M■ __ 0 _. _. r-A 'gr, T P -LAM COUNTER P"1'ov '{:'�- G�Jµgo(Z (4544, (44• - T T T T T T na I'9V1llOntl deter ---.. r B COUNTER SECTION n na A -14 RECEIVED NORTH ELEV. RM 108 D UN 29 slaw WEST ELEV RM 108 JUN 2 9 1995 CtMCketp ° SCALE 3/16" = 1' -0" SCALE 3/15 = ,' -0" PERMIT VENTER date' 6 -19 -63 , T (I ICI I1 r RrI I 9 11 rr 11 I rlT 1 1r ji 11 lb . -". 1 ' 3 ��� l s �� d e l `� II 1IF T THAN R DOCUMENT IS LESS f CIS MICROFILMED '.?.. , A A ' 1 CI FA S NOTICE. IT IS DUE TO . ... , _. .. ,.. - .. rs a .. . . � \ < � \ � r . a ,. `x. �.. . ,. rr. fir, � x.. ., , -� ,. , _ :< . .. J +,. t._: , u.. ,t� : ... .. e -... r , t.. -, k �. .... 'r. ,.. ,.r E <.. .... .. _.a .. .... `.k., � a: .. t] - .3 k :. :.:. ... .. ,. , .. nry -. :+}.. Y }. � ). M1 � ,. . , ... a& .. ., :r gg � _ ..., . ._..✓ #. .., k .:., .:. .. ,. . : -8 ..vr ., _ •s -_,. . ::. a.. e. a aW, t ..: . ,... £.,r 3..a -. r ra .. .,fr•. ,..._ . .: ,.. r.t §- fi- 4 K.. H r -\„ :. ,.. ,. ,,.. .. , ., .. 4,. A .. }.,§. . 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Y „ loieb 1 del i - k ` f i q /� \ �\ \ 4 @ ) 1 ( E 1 ( I 1 ( G ) n ` L �'� ( N 1 ( p 1 ( p 1 ( R ) _ .. c $ 1 - M�tt.4n 4d QOY2pC! r , Y Y Y Y Y Y Y Y Cr) , a3 _xt FXPSOSED DECKING � , ro emw 0 EXPOSED WOOD TRUSSES (PAINT) wcvurcc o PMM MM... i I , ' CHAIN HUNG 2 TUB FLUORESCENT FIXTUR , i TI I I I I([ I I I ITT 1 PT! IIIIIII Mil � ' rr + +^ e aF w — _ _ consultants ro o 0 0 o 0 0 0 :'0 0 . UP O O O O O O OWN CEIUNG 'I SURFACE MOUNT RECESSED INCANDESCENT ,I FLUORESCENT FIXTURE 0 0 0 0 L. (2 TUBE) (TYP) I O 0 \ 0 UORSCENT FIXTURE SUR�A CE MOUNT 2 TUBE • , CEIUNG' RIDGE 0 0 EXIEF IOR RECESSED INCANDESCENT GWB CEIUNG SEC FLOOR REFLECTIVE C©I RLDM3 PLAN ° 3/32" =1 r -O' H - o O RECESSED INCANDESCENT FIXTURE O 0 project title: A B J C TT F G H J L M) N P O Q R TT �/ �/ pWOfE® 2 � R nnl) � 0 5 ��� ?I <IANfr:E FOR: GOLF ONCE, CITY OF TUKWILA APPROVED Q DEC 1 B )9355 I I I I I Hi I Hi LA BUILD 10 DIVI • 1 RT DEO - n TRACK UGMING sheet ,title: CE NSF ,e, 2 %4 SUSPEPDED CEILING . . A. ■ 2X4 SUSPENDED 204 FLUORESCENT TROFFER - FL OR r .,� = = ° o o -- Q GWB CEIUNG (PAINT) ! ®� ®111111 III ® ®i ® ®i! I i i ®® �� ,��_® 2 il % RECESSED ' 8/11 . 0 0 ® .1®�I ®�t� =e�� = ®- ®11 �� ®® -_ = ®_ 1I— 0 0 0 — _ : 0 0 ° I ■®� ■�■IM■N®®®®NI ®®6=° = �M:�II�®' — RE. EDGED INCANDESCENT 0 ° / ®womawBon �®�1 1 F AS REQ. / ®� ®MIN■Slsti�lti•��t��ti�ti =�l� •■ t�u�mmimmmm• IN l IsecF c MtN 'I / \ ®M� ®0 ® =������OrOI1•® ••.7ltl• �sm�r —�� - - M B CEIUNG - AINT) — �1�®�t��9® ����INSt��d�NO Me S— ���� tIM��N GW 0 -- -- .. ■.1 ® ®...„.. ■. ■.. r11. OIL ■uJu * ..i © . > A N• E: CONTRACTOR TO PROVIDE AND INSTALL - THE. ELECTRIFIED TRACK FOR LIGHTS my revisions date OWNER TO FURNISH LIGHT FIXTURES �oa� FLOOR REFLECTIVE c��oLOac� PLAN CITVRaFE UNWIIA draw§ , lcb 11 Meet no nn 3 /$2"`r -Cr �� 1 J U L 2 1 1995 drocked+ ` () PERMIT CENTER dater ,-< , I I I frirTI III�IIIIR I T i iT PTIT I I I T r I I r 3 1L II l ) III)FhT4 � j7hll � f I I 6II � If )� � II 1IIITlI I I � Il8 1 , I a _ „ „ „ „,„ IF THIS MICROFILMED DOCUMENT IS LESS • } :n , T,,. , . : -. — - - - - -- - -- -- — - -- - - -- - - - -- - - -- 1 s r '- 1 the a'.as31'( *q , { ks tled 401 -I " 0 -0" 4 1 0' -0'- 31ALc'TUBPLNOTED A Ul t - F I '' ; 474'- y a y ' DET 4 S - 2 ( I SSREff S M a end aaeaudm del wren b he *Atanae a me u narm Berg Cede e91 Edon ° . . . reOa+s , t; rti �7 I DET 2 S- ; -� �` J In addle, to the doll Are token rue used defer f201 Third A va n U6 Suite 90b • . i �l .i Seattle, WasMngton 98101 - - r t. �{ E rlydo and wed forces are raided by adman de end cede Ideal taus L S84 GUY CABLE 4 ® i (206) 622 'Fax (20f! 622.9130 l , (2)�¢'O OWE ROPE m X 04 gl 'F-' _ A ENM Mtn Oedar a mead en 6 frames mes t '' 14 GUY ANCHOR I GUY CABLE (2)`5'8'0 WIRE ROPE DET 3 S -2 V = Oe z l w =Bede Shoe 1..'. WEST ELEVATKIN SPA - GUY ANCHOR. rtes z =gg4 Zone 3 . :.X � \ too I t `% WIRE ROPE w =bddadow I � GUY ANCHOR GUY CABLE 1 =t � GUY CABLE, NORTH ELEVATION •-7 ° (2) I �� , 1 l SEE EAST ELEVATION EAST ELEVATION Mel d EAD a *aeon m he �. 8. - ° c 1991 IBC po l''''''; . . T YPICAL POLE 1/S -2 o o .� 9,p Fimee 9 60 mph - P = Ce0301 ° DET 3/S -2 / GUY CABLE Mean Ce = See UDC Table 22G i • ay r �% P // / `l / 35/'8 WIRE ROPE tM ; _ w / A - ; A CA =Seel IBC Tads $I _ - 0=141id N // cur ANCHO2 = w DET 2 S -2 6'S AT <' ® embedded ALB bawio d J be madded to de Ergnew Pm berry Maim a mmtructlm b el *re t Rene ke6g one Idbneg cower Mhmemet end EACH POLE) J i a -_ .N�-�� c,5 I N .0lde newer 4 pm I.BC Se�ai 664 o be pat arred h/ en erra by nd he la Pete pl9om , Al Peeled soi"maag mixes dW be impeded b/ Ce 37 -6'-1 1 875' --0' 32' -0'-1, I Sole Diane,;* b dreamt d redondtg reel Sole domicil MI be aFented by an µpeed teas orb a Bel Behar FENCING PLAN Camera dolt wrw d levee, &moots and beeeg Ca da. id 5ed a $ e p c - MY de hra d any de Eg dons a A danger per to rdaklm a abodes h me of drawer. better the brag cordials re he •. a+rega he del dNh creedal flan he Dgeer . -.. - bolas aw edG Krebs noted a fee a rim al idol v aried dnereiae eel ere towards 'Nally Engineer inn** et am*6 a baede hereto* flan 1 =100 -t *limed dmmdlra Noted mensk a take pecedme wr scaled dnmeiae - /�` - C tacb old T ray r d bek9 e mndma helde e a m evq enY driMla r Cadada dm once L Pa eepma emdg d Y eel ma a6o a h a ken m e i*tle b he .0 , 0 ( 4) ` 1 c . ' ( a J 19 , (2 . 1 27 dr des mma twig m w ing el non m raaed am r n marolae . e ean ease eel h ;madame Y :zooids e dmdige a d m.em Ma m e .dim eel ale �-- �� �'"� TOP BORDER SUPPORT CABLE ` e°e�' j INTERMEDIATE SUPPORT CARE DET 8/S -2 - camera erol m ,epamfoe tai al May pemuwe and the rndhma *deigeq eepsmcae a aocedree regard *acetone the flak 1 I GUY CABLE lAL4 See the Sole Poparl W added.. C MM. Inc. de*d FeendY A ISA for more made elalcelm Who* meet Wed end carman del te e - i 145 -'0' _ _ 145' -9' t 182' -6' t _ 121' -9W i 145 -'9 145' -9' TO GUY he a r e d � d , I 3 0 48' -r OC i 5,29,_134.0c 6 0 30' -5' OC g 4 030' -5 OC I 5 0 29 1Wft "" OC - -- 3 0 48'-7" OC ANCHOR : ed do lead else aroma to n to a Ma d Chide 26 d tle li BMrq Cads caves adaghd del m cared by Mandel 28dY rldrde lame, 1. GUY CABLE: (2) " 0 (SEE PLAN) vier mewed Aewae Caner Rae and m u foloem Nan .. - lEi 11 S - woos Per !y W IRE ROPE Mrtrun Mot - le Cement Pe Per B lB . X 0 l Me Oir Air Jed Latimer/ $Sa'Old Ealia iaerl Its r[mmma . ' i ' . CL HI CLA65 H2 11/N1111111111111P CLASS HI `I' 2300 5 dale 7 V2 Ode 5 y4 gds Ai rap ae Max eerepale Re op; sacks 8 5 Vd 1pk mane 1 e e i r : o.. r , _ - O w • O e. D O ! �. 9030 8 ai \ .. i �� O O "y. KM 91/1 Bede 61id _� NIA Odra PM - $d -a I MO � ` r Wee �edtds adtbmaes naY m hlwpaaatl h more* dae� m6aA cep Poll mrtam b PSRA G�95 Woe used h sold amad Mm tle arluhmaale. y ra»PRmeAeYae GCB a cede era -sells tlWide ion manu 0.'ro Mall not m used vies eipotel by the Endow. e me me .. me me me ■ em z ANCHOR (1)%"0 WIRE ROPE - - --' BOTTOM BORDER ANCHOR CABLE ,\ GUY CABLE (1)113 ° 0 WIRE ',--_ �p7ETE PILE \ \— GUY CABLE (1)48'0 ) Debarred 4 _ _- 867-3 _ - - - --- ROPE EACH - - - - - -- CAP (SEE _ DETA IL) -- WIRE ROPE - - � a Grade Added - A A-814 -defi Grade m 687'-33/8. v = .pvemm DE " S _ WEST ELEVATIO _ m " ce mpdr*d m Man ac a hard dada a eP etak Red ma a, � * i e' ACI Manta d Bbdmd l a Credo M 03 t FltlMlrb cad eel m damad h accordance eih de'AG Manual a Stallard Aac m proved sal dot es sae *mime' Ad 35 MI red reach to Dade E sea dal e Merited b the Engineer ;d le etrdq concrete & TRUE ELEVATION PERPENDICULAR TO.EEN UNE SHOWN 1 'BO- tap ot aidaraq bore rob a Cho B yioa9 es speUe h AG 314 wM stmt r egsmd ma emppesd oil.... d de tore too woo aheMr nod woe phm " - �- Medeiool a robed bed elks ale be reef code b FryMe'te toll. Me hrid Mae cake art m the Wee rem evoke 24A of he won ed Oil stench d the N - sited bee h bill laden and drniesaa' - — TOP BORDER SUPPORT CABLE � ,-- l / Radadre ee dol hate ;Median es tree • Prat titles . g 32 l '6 / . INTERMEDIATE SU PPORT CARE % 54 ) \ 58 ) ,le w ,� 0 " / -� Fads Brie 3' bar aged eat) PROPOSED GOLF RANEE FOR 635' -0° 120' -0' laces - - -- I o I 120' -0" • 1 r 4 0 30'-0' OC T ' - -- — / 18 0 35' -3 446" OC - -- - — TIMBER SUPPORT POLE (TYP) --- 4 0 30'-0 OC I Nemirow! gran one me mermen m = 4000 Pe em be mrddm Ron* SOUTHCENTER w °z i / / ,-GUY CABLE INC I / 1 / I I WIRE)ROPE Shaded Steel - AIBC- SperlAmkn to he Centel, Fdbbdm end Damon d Wade d Sleet la Bulge - 9h Eaten GOLF INC. a -_ ...e , - i _ '. LASS HF ' weld - Avrs cat �_ _._._ - _ _ -._ -. ..... ___.- .� _.- __- �__ -._, AwS P ravi ld MM reek u ! _ _ —_ ___� - -_ . __.� -_ _ -__ , -_ - _ L : k C IT Y OF TUKWIUI � - / - BOTTOM BORDER CABLE Welder ceekium Maiobn Amddon d Bray Gdcl;m, wtA�dl APPROVED A l . I ° / HOLDO IN (10 O( TYP) \ ' , 5 , SiFF] MAWFF4R DEC 1 1935 ///n�1� oil ' I ::: ?i- m AI sSteal ewe add Rites AATM A-36 AS NUrEDJ�76 Weed Cennedke 'vr I GR OCR'IR6& .- g .. `- me me em .. a A - - -_ w A — Anchor sops Bela AS1M A 937 BUILDIPJG 171VICIOPJ LJ . I w \ N ■ � \ Braided Hods E7 A.96, A.4IM A-672 GO 50 ■ / � , .°- \ fleeted Steµ Suds ATV A -1IIB \ Lug Ph MAI A-674 N11044 F = 44 kg onset tBM, BALL SCREEN , -. C A aa H o j _ - Y CABLE CARE � �-- AUGERCAST y GUY CABLE egg; Saverd ter & dal abla as mean e d dream le he revreee d peat. 2r d he taearn B ti g Cam FENCING — STRUCTURAL BOTTOM BORDER ANCHOR CABLE CONCRE PILE CAP J ( 1) °0 WIRE ROPE PILE TYP SEE DETAIL 1(5/8) WIRE ROPE-- a - ° 875_0• d GUY ANCHOR --/ Bead are m d ABM A 7Ot ml* one damL Irrinlan of do tole rapier w el e rne. 7m midair, are dw m 4fe [rah, ale. read ri L - - -- - -_ - -- - -- -_-- _ -- -- 1 one* artiba ere b be e done m men drains! Mem be mmacdae he rams Pea mead d ale ,mdse. m Structural star me Parecdaa based b eehe aM be ml-drB d gedrmed Me Wean h carefree de ASIM A-Y3 Al fold Mee Mead b wed. Mel le i.,D coded nth btdt apt; rho -rim Pam candying rgh ASIA A-7e9 (Groan a coward. g 2�� 32) _ _ EAST ELEVATION 1' -Fi0' 0 6 .amp Extension foie del m NM KMmm l Pratt Canasta Andrea Rum* DIA a an raye Prat h e a led Pa he me ediea recanmer ma Bel de anew on Where reared arbdreit le Marl the WI GUY CARE a mM alt c oder ddmmam en sae fdmi() reede BBelt ee en awke dhal cord woe*. end � . spaces, at 4 a a M 250' -0" _ GUY CARE ( 1) "0 TO GUY Minim edge dame. d 8 &Mere y.. ? ANCHOR 5 050' -0' OC WIRE ROPE moo. Tads Aloes See t " I - (SEE PLAN) TOP BORDER SUPPORT p he CARE ug y - - Ro e EL -Falb lta�mll 6 .m Q GUY CARE' TO GUY / /� /� ECEIVED .t m -1 af�� WA ANCHOR (SEE PLAN) V I 5M z-a2-3/4 RS Ike 8733 n � t �. V2 ' T414' 116 b 1,843 h CITY R OF TUKWILA W TIMBER POLE CLASS Ht 3J4' e-3-1/4' 001 h ABBDk JUN 291995 i . c 'e5 - PEflMIT CEMER l ' -. CROUF �, �l �® 1lCIla. P� M Gds dal m Pa m CapOatlie 14 ad dIW dream b T4 O4f -1BB4 Pole M and 441 dmem• ad m h exuding atiA ie don Ww `• , .— �_ — .. da6iad h Ate 04L Case eel Imgda b Ee bed pro dam m Be darts Al Pole eel m;eawM TsW MA dames t4 WA Barduh tE ad C4. h tea Irigk •7t. . WO k 2 ass ads eel m bred ger In peeehe todere L !IL '� , n, ee ° - L. 1 N--- CONCRETE PLE CAP 1 bona - ; ® b fid8 • P r eal t ro BAA WMHad iiAaed Oot W led rtp Tot e & a & k her o a ae'Pm a to d / U2 . on u .. Pvd wn e . SEE DETAIL V V �. ieT Io b'hv 951 17.0 r t � ry ,' 2 tre 0 4d Bode a moo r 5fr Mee r M add oral booty ORAV er ere es 1, a melees atop d 7463 ka on rode ora m Y2 ' y , munch RAC el a basis earn d 29104 tar Bed` Need MC em a *des ems; d 9250 le es hdwBe m Sr PaP sd � A UGERCAST PIE ( TYP) B OTTOM BORDER ANCHOR CARE a draw RC *r f ' � � �1 1 hrdeke di m dace pdM end AI Pere and Whg eaaae af�lm a M oMnWm ddolay dtadra raced man Whirl m Be he dad!aePamrm b r , " ' — ' -;, h � p _ Cpap; PPM BAde.aJcddw M ri a dre don S :6*An naW m a6retl d fie eryiam. 1 t ; N * R T ' T ' N _ A1Jluq'A1Si mitt herald Pte Al be aneebed a te+;m a 40 ridged end de led gadede tee hdoaad, Info he nerve Pane and and wed said *cook_ w de4 old w� , coo _ _ . _ ° - -- - -_ ds 1 4334 0 dM m ems trier omrria. make re d 4 rol ardmb. Hmmld Norm hi Pre Wedr don one r Oh t mom Sett f c blee s ,,, bar -1. „mwtn Pat peedaeg 1 y� M • a to ..ek..?a.l •w " . . , .AL .s. .. , . w +. •: 1 I l l711�1 111 1 i i(r f1f 11 r1111-1T-P-. D1 11i hill gii71 i�Y llf 11i 1 I I ' .� ;�.�.� .^ � � � � � � � � rH1 r11 lI ll'P1'1191 ,a,. , 111 I� Inn : N �I n f l I� T -- s - • I IF THIS MICROFILMED DOCUMENT IS LESS TM• " =" 1 2 3 4 5 6 7 ••. A A I� CI FAT TMTN TI NOTICE. IT IS DUE TO - BOTT 42 14 GA GALA STEEL ‘,.. , • .. ,,.. ' ' '..1 ' *,...................T - ' co 4, ::::: 1.; ' , „t • . -, ,- , - : -T' , -..:',.- : t. '..,., ., , 1 ' ' ' '' , ...........i....i... ,.., e, , , L , 3V-0” 'Igro't rtoidAvaltg410)046 " la r-c WIDEx2'-0" 474'-0 401:707_1.. — * N E , 1413°Mgr64 1 POLE RUN DEEP GRADE BEAM m i l #13 0 12 OC '"- V SEE PLAN SEE PLAN V 06) 8,22484 co " ... 1 - 'S' ''' " 7'111 ."--, Gtil'HoR , - - ' (5 TIMBER POLE, BUTT OF POLE 9" FROM F BOT I T L O ED M 0 G P PIPE 42 CORRUGATED HF,GOH COLLAR AI P4'IL-E0"CxA4;,-0;ExE18;-Elf5CONCRETE q GUY ANCHOR L i SEE DET 9/S-2 .--_2'-0" 32 ' -6° CORRUGATED '-6" I mixR POLE (TYP) '" --------- -- 0 - ii -TOP -'=•-,& BOTTOM A P BATTER 1-61/2 ANc diwilkl 1 7 TYP 1111111141r1 PILE O CAP x4 0 p 8 . -0" . -" fib -=111111b," II r 12 OP%E1 7 u p SKIN REINF (5)14 "-.%. EACH FACE C GUY ANCHOR . ' * • raPol i8 • ,rdi JIINIftwur•-....allm74 I ,' mrior (548 TOP & UMIIIIIIIIIriff/ PILE BATTER (TYP) ii%h I,,,, ,,, ..,,,, . , ,. ; i: , .1) " • 1_ LI\ r - TOP OF PILE CAP S-0 PILE CAP TYP 1 EXIST FIN GRADE -- FOR REINF SEE V-6" WIDEx2'-0° 1 DEEP TIE BEAM - 1 GRADE BEAM "4 -. B 1.D. . , / 6 : ' , ToP & i. Miiirielli' ) DET 7/S-2 14 _ DEP TIE BEAM lit CI COLLAR — III 111 Illin ==== 1 ' - Willella 1, 181 AUGERCAST TIMBER POLE C RUN --.= r 11F-0" PILE A p 1 7 3 PILE CAP • FOR COLLAR \ 1141 i , ' ,., . , .,,,,,,, , , , , 1,,„ ..,,, _. CAP (TYP) FOR RENE SE ? REINF SEE \ ' ' ' ' I ' 1 ",+" 41 .,,■`"tr..' V-6 CONTINUOUS 7 41 18'0 AUGERCAST A DET 7/S-2 OP 4 " T DE ., 5is_2 1#8f,/ (V'?0,V , ;•, . - o,, •, f if t , i 1 ■ GRADE BEAM Ti " ... , i , SEE DET 10/S-2 - 6/S2 C__ t GUY ANCHOR GUY ANCHOR , , .,. t ,..... 0. B P y ILE ARR BA 0 T w TER I 7 INO cr iC y A p IED PLATE. SEE GUY ANCHOR PLATE DET 9/S-2 1 P I E AUGERCAST 11 SEE DET 9/S-2 I_ f '4■T ler,1"''',T,, T Ai ' ipr..ILfr - ; 1 ,'''' ' ., - '. .-'' ...',' ,,, ,,,,, ,,,,, .1 . NOTE CONCRETE REINFORCING NOT SHOWN I 3 D E TA IL 1/8°4-0` DE ,„, ' ' ' 2 DETAIL I/a =1=0 SECTION 1/8•4-o* DE TAIL 1 DE '' ' - " - ' '., , ,k. .r DE END 0 _ , ‘ s5 b. ''''''' , -A- ''''''' '''''' ...". -TOP OF POLE aEV , I , A ' '' RANGE ..., ' ■ ` ' ' 0 ;.,- ..,);)= A .- J16 , 6.tint) • , r cr‘v 1; -A,t , . SIDE TIMBER POLE, SEE WORNLINE AT 2.. _ .;;;..., " ,o . 11 TOP CABLE -ww. pi; - - .4. 1 INTERMEDIATE SUPPORT , 'b ' - " ,, "1, ,, ,, , , ••• ELEVATIONS FOR SIZE AND CLASS i PILE 0 1 0. SKIN REINF (5)14 IED HGT) CABLE , ,,....,4 • ,5,..4.:, r!pPO, 101 3'-0" DRAPE i 1 - IN , RP r VI I 1Y2" CLR COLLAR R P(P1SE)19 PILE C It COLLAR LA _ T #1 48 H E A R RP P : LE R18111f ANCHOR EACH FACE (LTsEoppEVEcLBIFOR CABLE GU r r6r iiiismi LONGERDINAL BARS Vg Row T SHOWN ,or o ccomwTs 716 T 1 tww37P • 8 0t I kt 7 , 0. immonuom #3 SPIRAL AT 3 PIT SEE 5/S-2 i4 WORKLINE AT .- 1 FULL HGT. HOOK Y2 OF 111 1. 7-0" 2 ,9, INTERMEDIATE / n1117NITETC%71APLr;LINIFORM BUILDING CODEV , ',0' /9 AT BOTTOM CONTINUOUS • .4.\ _ (5)#8 TOP & BOTTOM CABLE LEVEL D WAC 51 PP DAPRIEF,FREE F1E6110,116149 - 1 ir/ ' r I .1.1M,E.1.11 2 r -0* =II l'-0° LOCATE GUY ANCHOR ON 0)16 EACH FACE 1 GRADE BEAM LINE HARDWARE ., imummez. BAR CLAMP (TYP) `.. i THE APPLICANT IS RESPONSIBLE FOR CONFORMANC RANGE SIDE OF POLE (TYP) HOOK TO COLLAR 1 #3 HAIRP&I BOTTOM RIBLINE BAR APPLICABLE ORDINANCES SUBJECT TO REOUIREMB ,\ 3 EL" 111 jai:: ----L )1 ROE CAGE BORDER CABLE ANCHOR CLAMP (25' OC MAX ) ---,.... RIBLINE INTERPRETATIONS OP THE GOVEHNIND AUTHORITY g' .. ...1 1 N ---- iiiial (544 s)ON BARS lolgc-----ii...... mil" EACH FACE, HOOK RIBLINE ANCHOR 1 to 15 De 0 ' 2'12 . - b i d I i tun im in t il Tr.) CAP FA --_ .. .__ •••;411 _ 10 _ m _ i. [ ia ---..— ' IIIIIIIIIIIIIMIP. b ..1.1111.1111/a....u..1 Li NwoommingrAall1111.11 ,, rali_________--------- /1/11FAIIII/IIMMILII\ wma,m/A■voxem HTOypOKREBIONTFH3ENDDIRSECTIONS USE HAIRPIN SEE DET 2 — 10 . TOP OF GRADE BEAM • ' , , .it T, _ • 4 CE ---------- I I I I ,,lin • 10,0 MM• L.1 ‘..) VA III% . ■WIII:flr GUY ANCHOR protoct Vein Alr - P :.-, 1 CONTINUOUS t DE 'A__ 1 BEAM BEY• CLR • 2 '\ I (448 TOP & BOTT B O E T T 9 10 /S ; 2 R , RANG* FOR. ftv . . - #3 II 1 0 5% (246 TOP & BOTTOM CABLE ANCHOR ? ‘0 RENE HOOK TO #3 tj 1 0 5 REM 0 10 t " GUY ANCHOR PLATE i I 1 A 4 T 12 OC 3 COVER TO OUTSIDE FACE OF 6 0 10" OC TYP HOOK TOP BARS TO SEE DEC 10/S-2 -.."-■ ..........r. I . & ' iii &rco ° BOTTOM OF CAP TIE BEAM TO GUY ANCHOR SEE BET 9/S-2 I. UT - ' . SO HC-nr(Tc;rw A' COLLAR REINF CAGE i . FIN GRADE 3" ABOVE sEAThAwA90 kvit p POLE AND PILE CAPS ONLY - #10 CENTER BAR FULL RENE CABLE LENGTH OF AUGERCAST AUGERCAST PILE -- --- allin--:-.7.-,..., GOLF I ,, - - ,,, PILE HOOK TO TOP MAT ,395-. (Q.Q...4,-..., ,,- OF RECAP REINF .. 1/16".. 8 BOTTOM BORDER , 1,..L ..c es 2 5 ( v4..1._,. 6 I DETAIL R EcEwEe `j 4. . , 1/4".1-0 I 5 DETAIL % DETAIL t POLE 7 ---- sECURE W/ GALV DET ,1/2 A .. IL A572 GR50 ROBERT FOSSAM ASSOC g , Q LUG 41/2" 41 _J THREADED ROD THROUGH BOLT (TYP) 9 4 USE IkWASHER 14' . TOP OF POLE- .: 4'3x4 x4" AT SALL SCREEN ,, 1 2" 11 2 ° IIMMERIIIMM iimmili p R: R O 4 A E 0 F E l N: I L S 0 6" 0 C FAR SIDE OF POLE --- II "It ell. _ -.` 1 ' ' ii ,,_, • W/ CROSBY , IP DEADEND TOP BORDER CABLE 1.11111 — - $= III 16 - s ''-Z -Minn s._, ,."R 25 32 R .-2026=1-11------ - FLASHING 'I FLA R: T:i Ig a) , ;AT FINISHED 3* CLft #3 HAIRPIN AT 10' OC PROJECT P OF BAR 4" ABOVE GRADE FOR `', CABLE WORKLINE SLOPED TOP :ORDER CABLE _ - ---.----- Mil•KINni. LINE HARDWARE BAR C RADIUS -.., la - . INTERMEDIAT 2 i CLAMP THROUGH BOLT TO 1 - - — riTY t il-A STRUCTURAL POETAILS I POLE W/ WO THRD ROD L; ' -'t: IIIIIIHI ATTACHMENT OF BOTTOM g' I GRADE (TYP) I BORDER CABLE a ' 'E -. = 2',J, I !.___ 11 1 III ii WRAP CABLES AROUND DEC 1 ,..., .„., ., ww!immir- MAX PRO I- 11 _ N ,,'-, , r1 ' -- H POLE AND DEADEND TO C ANCHOR 0 i g ,--, (i) t . 1 - --- TYPICAL GRATE BEAM ABOUTc)LY -MINN LUG R, Y2 (TYP) ,,, T - 1 ,- — --, - - TO CONCRETE -,..■ `'- NI ■___.3/4. L..._ ill 1 1 4 CABLE POLE ATTACHMENT ir AFTER \ GUY AND BORDER (SYMMETRIC 5 1 lit ' dIA HARDWARE / 5417 2"x4"x1'-3", MACHINE INSTALLATION ILIL LUG PIN 1 6 FOR ADD'L REINF 0 CAP POLE W/ 3/4"0 LINE SEE DET 12/S-2 PLANE POLE FLAT FOR - -CAPTURE BLOCK no rollionor , ■ .'&3 ,,I BASE • ' ' 0 lex12 x1-0 .„ I Mr.- i i 11/2 LONG W/ (4)1C0x2'-0" .-- SEE 6/S-2 - ___ _ - (8)#6 CONTINUOUS (TYP) HARDWARE THROUGH CONNECT RIBLINE TO POLE EYEBOLT F liti CLIPS 6, USING WIRE ROPE - RIBLINE DEADEND W/ job no, FIN GR GRADE BEAM 9 ,-- ,',') WELDED DEFORIAED7 ,,, v ----- I BAR ANCHORS - ' Lt. RELINE — IIP/ WIRE ROPE THIMBLE AND (3) CROSBY CI LIPS GUYLINE THREAD BEHIND FULL RADIUS & GRIND TO 63/ drive RC 3".1 12 ciao 2/ 28/95 , 1■••■• RIBLINE AND DEADEND AT BASE 2 ,, R OT 0 A p D E IU c S oN P T LA Ac T E A i t i R s E ) _ ' ,,,,,; , DEFORMED BAR, ANC,HOR (TYP)-- 11/2'=1'-o 11 DETAIL - 1 ,I_ 3=1 -o 9 DETAIL 1/2.1 DETAIL IMMINNIEW I r./28/95 r, 1 - 0 " 110,, DETAIL 1 riiriiiitimnf iiriiFill iiiiiipiivir 7 1 1M 6 1 1 ..._ CIIF TH OF ENT L E TO OS' I 2 3 ----' ,',I_ 4 MORON iml AFL./ LAMINATED WOaO MEMBER5:GO4IT. GENER NorE3 SHOP DRAWINGS; .. 12114Litt7lANRS DTID CER77FICATES - SHOPDRAWINGSFORTHEFOLLOWWGITEMSSHALLBE SUBMITTED TO THE ARCHY1WT SHALL BE MARKED `W1TE THE AMERICAN WOOD' SYSTEMS APA {WS 'CODE (/N)FORMBUILDWG CODE 1991 , I SHEATHING & NAILING AND STROCTUIW. ENGINEER FOR REVIEW. PRIOR TO FABRICATION SHOP DRAWINGS TRADEMARK INDICATING CONFOAMANC6 .WTTN 7TE MANUFACnmING, QUA[.TI'Y ` ® c arc P. PER SHEAR WALL SCHEDULE CONSISTING OP REPRODUCTIONS' OR COPES: OF ANY PORTIONS' OF THE STRUCTURAL ASSGRANCH AND MAMETNGPRCVTSIO NS O AN S AL90.1, �R L()ADSL .DRAWINGS WILL: NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY TAE. - .. Y- 23 PSP SNOW LOAD:' linardic design group . architects PER I1OI.D -LAM REAMS At OIRDEAS - aTRUCTUMLENGINEERASSUCU.. : WIND - 80 MPH n • EIRE 1319 dexter ave. n. suite 260 SIDING PLAN PILE & /� 1) REINFORCING _ MANUFACTUUEB •- MATE MANUFA S AND QUA ALSO 1 1083 SHALI..BE IN gLi C 2DtNe Rw >)5 Seattle, wash. (206)283 - 4764 I J ' a)slmttvrel conCRte< Iemenb te. beams, walls, wl,flgs, dIX. CONFORMANCE WIftI AMERICAN NATIONAL STANDARD ANSI A190.1.1987,5CpNp p(,(IOk. T .. ,...75 PSF PER ARCH. GRADE BM. ' 4MMA 77MBER •.••' •, 2) STRUCTURAL STEEL ITEMS : fO11Nt � ®�' 2x STUD WALL SEE SHEAR WALL ¢PILE & 3) GLU- I.AtANATID MEMBERS 2TSS$ VA( SE .. TIE GLUED LAMINATED DM5515 MEMBERS FUR MSFED c SHA1L :FOUNDATION DESIGN PER AEPOAT''NS3 LIB -02 DATED JUNE 3, 1994 BY G EOSPECTIIUM N I p}� R 5 PER PLAN SCHED. FOR AE G RADE BEAM 4) METAL PLATE CONNECTED WOOD TRUSSES �C � vL BALANCE PER - PROVIDE STRESS VALUES TEAT MEET OR EXCEED THE FOLLOWING: (24F -V4 AT SDWLE SIZE & SPACING I CGHSUCT INC PLUS SUPPLE CONSISTING OF THE SAME REPORT NUMBER ALL INSULATION SECTION A -i - , 24F-vs AT CANII.EVEREDBEAM3) FOUNDATION WORK AND PER ARCH. 77E F N OF,RECO WI.L REVIEW SHOP S A W IN GS FOR•:DESIGN INIPLNY DRILY SPANBEAN PIL$INSTALLATION PERTfOS REPORT. 2 -#4 CONT. VERIFICATION OF.DI.ffsA15ION3 'AND AN7TT@S ARE 77E RESPONS ®I.1TY OF iNE HORZONTAL Fv` I 165 ( p - z, o• ,' PER I FOR COMPONENTS DESIGNEE PRA PRIMARILY BY THE MANUFACTURER SHALL BEAR .THE' ` HENDIN Fb 2400 PILES ARE 7b BE I S TITER AUOERCAST CONCRETE. PILE DESIGN' CAP CONC. SLAB ARCH. CONC. SLAB GNEO SHEAR Pb CAPACITY • S4 0 24 "o.c. PER PLAN (5' MIN PER PLAN : COMPaESSIONPERPENDIcULARTO CRAW e His c _ vt „ 5- A I p •_p "I Ip•_p ^ STAMP A- LCENSffi WASHING-1°N STATE STRUCTURAU ENOD4FIEHt 'RAN BE Fc (Imsi Gh..) • 6 p m EQUALS 23 TONS. THE SDSOILS ENOIJEER IS TO INSPECT PILE PLACEMENT TO DESIGN LOAD. , r , 6• !>a:a 70.7783 STRUCNML ENGINP.NL FORA CURSORY REVIEW FOR COMPLUNCB . x PBMET'RA7ION IN7'O..COMPETBNF' S,OI$' SDFFICIENI' TO SUPPORT THE DESIGN LOAD. , r , v c I �g�1B��pp !t ern Y ' e( OFELASIICITY E donL¢) 650 PS1 - . - _ - , :. . c WTIH 71E IJ OF Tf1E 57RI1C711RAL DRAW DRAWINGS AND FOR BLE FOR ON Tes OP ELASTICITY. 1800 kn - SH EKE CAPACITY H SAAWN M FO() S OTL R CO. THE GROUP MIX SS FOR OR ov tO g _ BASIC STRUCTURE: . N COMPONENT DESIGNER" IS RESPONSIBLE FOR MODULUS ODDS SHAtiL,HE SUBMITTED* I THE ARCHRRCI" , ER CONSULTING ENGINEERS FOR t te I1 = I o � ° �66 M IN. ®2x6 WALLS X11. _ .'' _ -., : CONFORMANCE AND AIL NECESSARY CONNECTIONS NOT ISSIN 'SPECIFICALLY CALLED OUT ' PLYWOOD: .SACKS OFCHMENTPER CUHICLA7I�ON, ,PIIiS G11T1T0 SAVE 28 DAY;Ac+i ;50d j4sI +AND 9: ., ,;)3' wA.7 ,(PER PLAN) . D i �- � 4(PER PLAN} ON. ARCIIIECRRUL OR STRUCTURAL DRAWINGS SUBMISSIONS SHALL INCLUDE A MWIAUA1 l; -, 1-4, q n REPRObUCELE AND TWO COPES; AEPRODUCELB WILL HE RBVEWED AND I HTT7RNED. ROOF SFEATH NG :...SB" GD STTRUCNML R W IXIERIOR CLUE ..INDEX 3LI6 o L a • • • • - , -R SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY TIE CONIRACIR PRIORHO , CONC'RETE7 ° REVIEW BY 7TE ENGINEER F1L)OR SFEA7HING:...1/2 . STRUTIRUL II. C -D W/EX'TENOR GLUE.:......INDEX 32/16 ALL SHALL BE STONE•AGGREGA7E CONCRETE HAVING A UNIT WEIGHT OF '° / •C /Y6 CONT. TOP & BOTTOM SHOP DRAW PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL •• , , U I I 6 - SPLICE TOP BARS MIDWAY INGS AREAN AN FOR FIELD PLACEM AND ARE SUPI SUPERSEDED SY THE '' '' COMORM TO U.R PRODUCE STANDARD P.3' 1.83, N Sc j) BETWEEN PILES ONLY ON PLAN. CONTRACTOR IS TO CALL TIE ENGINEER TO SCHEDULE t s' . � -.. . STRUCTURAL DRAWINGS TT SHALL BE 7FE RESPONSEI,I OP TIE GENERAL �� 2 SPLICE BOTTOM BARS AT 517E MSTTPNOR TO COVERING FLOOR AND ROOF SHEATHING 1 GGNIRACfOR TO MAKE CERTAIi 77IAT ALL CONSTRUCTION IS IN IVIb AGREEIrvEM' S' :, 4(ODpM FbR ALL COfTCtlL'IE WOA(C (E}(L AS NOTED A730VE} Vz" MAX. PILE LOCATIONS ONLY. WITH 777E W7E51'STAl1C771RALDAAWING3. , A : (s !RES a,lo,on PROTRUSION MINE' e�.an GRADE BEAM PER FTAOR DE IS OF PILE INTO I'• a3�0 7"o.c. - LANIR•1ATED 7'A7BER CONCREtEINALL EXTERIOR SLABS iO HE AIRSNTIIAINffi 6 %PLUS OR MINUS I% ; �� I -I ■■ SECTION A -1 SPECIAL CONDITIONS; DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHTORING. V MEEI IDS STRESS VALUES AND SECTION OpNCRE7E 5UBi4(1TALg SEALL CONFORM 7 SECTION 2605 0E 'THE 1113C MIXING AND consultants GRADE BEAM -� A 4 F ALL CONCRETE SHALL.BE IN ACCORDANCE WITH THE 1,03c 450 ACI CODE BROILER fir( STA7$ AND LOCAL CODES. CONTTtACEOR 70 COOEDINA7E ALL TRADES AND VERIFY 9 PROPORTTON:OF AGGREGATE TO CEMENT.SHAIL BE AS SUCH 70 PEODUCE A. ® ®® #3 � 0 6 I + l a W BENDING Fb 3385 pa 6 BRACING, MAD GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATION PLAC INCA O 3 4 SEE ARCHITECTURAL IN FIEL D. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. HORIUDNTALEJEAR,Ey 163 DENSE, WORK 850 5 005 XC FEE DRFA WINTERS, WHICH CAN BE O AED; ® ®® CONSULTING CLR. CAGE ®TOP 7B"g AUGERCAST PILE SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND W ALL OPENING DIMENSIONS AND MGDULUSOFELAST1CFry,E= 1800 kai WO`HOGT SEGRFAATTON GE EXCESS FREE SURFACE WATER. 3/4 ^CHAMFER OD ACED 18"g AUGERCAST PILE MIN. 1- 7 FULL HEIGHT ^ CENTERED , ® ®® ENGINF.L' ADC. 1•_p_II LOCATIONS, FLOOR AND WALLFDBSHffS, ETC AAHA/POO'fOFW SITOO EOFWIDTH h.39 3.88 1n in2 EXPOSED CONCRETE EDGES- UNLESS, SSHAL TT{D; OTHERWISfi ON ARCHITECTURAL B .' SECEONMODULUS'EDC3 DRAWING$ GROUT FOR COLUMN EASES SHALL BE °EMBECO' MASTER FLOW N]l3 BY 1355-114th . Avenue S.E., Suits E6tl MOMENT OF INPJlT1A%FOOTOF WN7fi 10.29 in4 MASTRR , INC. ORAPPROVffiTIQUAL, ' Bellevue, Weeh)nEtgn 98004 SECTION A -1 SECTION B -1 (206) 450 -4076 FAX: (200) 450 -4078 ATp1/T:TIIRAL DRAWINO'MRRFVIATIONS; DESIGN CRITERIA FOR LAMINATED DECKING, SINGLE SPAN COND ITION, SHAL MEET OR FPDXY5 r SCALE Yc` 1' -1 SCALE: 4q " =1' -1° A.B. ANCHOR ; BOLT FUR FLOOR P.L. PROPERTY: UNE F 7 C CEID 7 EPDXY ADHESIVE' AS MANUFACTURED ANCHOR BOLTS INTO EXISTING CONCRETE TO BE DRILLED ARCH. ARCHITECTURAL FLG `: FUNGE P.P. ' PAR MANUFACTURED BY HILT!. ANCHOR BOLTS TO BE INSTALLED IN DRILLD' BM: BEAM F.O.C. FACE OF CONCRETE PENETRA developed by: H O BOTG 'BOTfOMG f.0.5. FACE OF 5TUD P(:F POUNDS. PER LOADING wPSFDEAD IDAD - 'REINFOR ARED INTEAECCOffiANCE R M TO ASTM A615.82(51). CTURERS SP (SEE BELOW FOR WELD D� PER - G CAMBER ' FR. FULL PENETRATION �1:,. POUNDS PER 7UTALLOAI) .....VELD ,REBAJL BLAB DOWELS, TIES SOUTHCEN TER CUBIC FOOT DEFLECTION LVELOAD... L360 ( E - Qa PILE & C.C. CENTER -TO- F.S. FAR SIDE' , STIRRUPS SHALL BE GRADE P - 0515. G12ADE BEAM , 0p 40,000 p 4 ) GOLF Inc" 6MIN.y P ER - C.I.P. CAST N PLACE FTC 'FOOT SQUARE INCH - .. LAP O ),AIL OTHER RRDNFORCINQ SHAI L RE GRADE 65 (FT = D psi, E. - z4,o00 psi) COLUMN, PILE ' FOONND PSF POUNDS PER LAMINATED DECKING SHAL.IFAVE:'HEAVY TONGUE AND GROOVE ENDS AND EDGES, LAP.0:6 •RIOUS REINFORCING'BARS IN CONCRETE AS INDICATED BELOW, 1 -7" I 1 BALANCE PER PLAN C.J. CONSTRUCTION GA GAGE & GRADE BEAM I I SECTION A -1 SIDING JOINT SQUARE. FOOT 'PRECISION MANUFACNRED.1 SEE QARCWTECTURAL DRAWINGS. AND SPECWICATION3 MINIMUM UM .ESS NOTED OTHERWISE CORNER BARS (I'•7" BEND) WILL BE PROVIDED , 181St Street A 57th Avenue S. T.S. COLUMN . GAL % : GALVANIZED R.D. ROOF DRAIN RA APPEARANCE ANLD REESE REQUIREMENTS. MAXIMUM MOISTURE CONTENT AT FOR ALL HORIZONTAL REINFORCEMENT., DRAILSfEEL IN ACCORDANCE WITH TH PER PLAN PER ARCH. CEMERHNE Q.L OWLMI REINF. REINFORCING' ISOLATION JT, LG CEI O CWWA BEAM RED'D REOUIREO: INSTALLATIONNEMYOEYEEED ISR; u LOF.TA s_; Y,_•,ly •,.�.1 I LI •;y , i y' 'TR •n,;. Tukwila Washington 2x STUD WALL SHEATHING A NAILING 01.9 CLEAR OR. GRADE 1 WELD WIRE FABRIC TO CONFORM TO ASTM A-82 AND A -185. WELDED HEAD STUDS PER PLAN RTN.' RETURN` (Fy3l OW psi) AO PER PLAN PER SHCAR WALL CMU CONCRETE GWB GYPSUM WALL SHALL CONFORM TOASIN4 A -108 THESE DOCU REVIEWED FOR CONFORMANCE WON 1 SCHEDULE MASONRY UNIT BOARD SCHED. SCHEDULE TRUSSES. I : - t. FOLLOWING ORDINANCES ItYexi O %O' -10" w CONC. SLAB SHEATHING SECT. SECTION ROOF TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD TRUSSES WHERE, ' COL COLUMN HBR HEADER zE' , MLAP SP &,„,, CTHS &STRUCTURAL PER UNIFORM BUILDING CODE / I PER ARCH. SET•' SHEET INDICATED PLAN, FABRICATED: O VIDE ACCORDANCE WITH UBCSTANDARD :LOCKING, ' :BAR S)yp TS"�.SDI FP70D0 CI NONSTRUCTURAL CODE NONSTRUCTURAL PER UNIFORM BO (EMBED 5 " B.'s PER PUN SEE SHEAR WALL CONC:. CONCRETE I.D. INSIDE DIAMETER SIM. SIMILAR PART VI TRUSS FABRICATOR TO PROVIDE ALL 1U:QUIRID •BRNGINC AND BLOCKING, (EMBED 6" MIN.) SCHED. FOR A.B. COIN. CONNECTION I.F. '. INSIDE FACE I S.J. SHRINKAGE Ip• -p"I , CONC. SLAB `�. SIZE &SPACING CONST. CONSTRIICIION IN. INCH OOMROL d01N7 BOTH PERMANENT AND ERECTION' :. p CI wacsl 20 enRRIER.FnEE REGULATIONS PER PLAN COIN. CONTINUOUS IM. INTERIOR S ,O.C• S ON GRADE DESIGN TRUSSES N6 36" 33• THE APPUCANr Is RESPONSIBLE FOR cONromm�ycE WITH A TR. ONTRAC JO. JOINT Sp • S PADE L MEETOREXCEED THE FOLLOWING. N7 4g. 45• REQUIREMENTS AN • DIET d II 1 0„1 �CONs. CLOSURE C TOR STRIP : K KIP (4000 lb.) SPEC. SPECIFICATION APPLICABLE ORDINANCES SUBJECT TO PEOU '� • �. 81� � INTERPRETATIONS OFTHE GOVEPNING AUTHORITY, v - Mlwlil�l!`• -�s�st JOINT KSF KIPS ROOF TAllS5E5 ... LOADING -TOP CHORD . ..::23 PSF SNOW LOAD C lr j • ._. _- S SQUARE' .(PER PLAN)' oC , o DIET. DETAIL STD -': STMDARO (SEE PLANS FOR NET UM" LOADS) !. SQUARE F007 J _ �,. - DIA: DIAMETER L.F. LINEAL FOOT STIFF, STIFFENER _ 8 PSF D. U�OLOW ,IINq MDNAU COVER SEAM, RE ,PROVIDED LL PROVIDED FOR REINFORCEMENT Damm ' (D'9 -� ° �, ' G. O. DIAGONAL LLB. LONG LEG F CATEDO'ILERWISEONDRA 68 "'"I'' "'"I'' 64 5 •I . , - ASSOC. INC. P.S. 51L STEEL BOTTOM CHORD....a 7PSFDL ( UNLESS . - O ' HORIZONTAL STRUCT. SiftUCNRAL ) 1 LEVELING I • • I . .. DN DOWN s.: 1 (; •, v, ROBERT F033ATII GROUT -1 . u - D.S. DOWN SPOUT M LLV. LONG LEG VERTICAL SYM:' SYMMETRICAL ROOF TRUSSES ......:.: ............DEFLECTION LIVE LOAD.:. .ID60 -A) f CQNL7(E7L'CASTAOANSTA3 AANLIN'f7,Y EXPOSED 70 1000 NORTON BLDG II MFR.- MANUFACTURER T &B TOP & R07TOM _ TOTAL IAAD........IJ240 ,,;;,, :,i..3•EARTIi FACE I a ) SLAB INS DWG DRAWING AX. MAXIMUM T.O.F: TOP OFFOOTING EARTTL r ••r• •. B 801 2nd AVE .1• II ' � (D IECH. TOP CHOIRDS TOBEIXIUDI.ASFIR SPECI'S AND SIZE I AS )NDICATID ONPLAN RMS) SEATTLE, WA 98104 kUNCE PER PER ARCH. x aL FA EACH M:' $L TYPICAL . :. '. a3BMRd,8MAIL1RC 1:. , 1 , .:, ....:.:118' SECTION A 1 EL .ELEVATION N0. IST. NMUMCEBER U. lANE0U5 TP. B.C. UNIFORM BUILDING TRTiSSSUPPUFR.SNOTE: EQ. EQUAL N.S. NEAR SIDE CODE THE.TRUSS CONF , DNS, INCLUDING DEPTI AND MEMBER 31283, SHOWN ON 77E ,1 C) `OONCR NOTEXP09Ep TO WI/ , A TIERORIN CONT ACT WTIHOROUND II' rO �l -- EQUIP. EQUIPMENT M3 NOT TO SCALE 0.8,0, UNLES$:NOTED ' BLABS, d301ST.f111 HARA 3/P EAC CENTER '� A OTIiERWISE V.7515 P.Ct tItItitle: N WTIH p I/4 24' o.c. EXP. EXPMSION O.F. O .: UTSIDE FACE (. SLAB .■ (ALTERNATE) EXT. E FACE OPO.C.NCON OPEN - WIDE FUNGE SUBMIT WRTI7EN NOTICE T07HAT AFFECT TO TFE MCHRECT PRIOR 7'O SUBROTTTNCA w INSULATION II/W1011 W0 H COSTPROPOSALOR BID. -WELDED LDED R ®B AR TO,BE GRADE AO CONFORMING TO ARM A615.82(31) OR'GRADE 60 F.D. FOOTING DRAIN DPP. OPPOOPPOSITE WT WI STRUCTU RAL TEE CONFD RMINOTO ABTMA706. (PREIEAI},Al{L:0WitdORBeM PRIOR TOWELDDR1) USE PROPOSED GOLF RANGE -FORS PER ARCH. - F IN: FINISH IC P N FOUNDATION P .POST W.W.F. WELDED WIRE FRESH E70E70)0( LOW HYDROGEN ELECIRODH8 TO WELD GRADE 0 REINFORCING AND. _ FIULE IF A DIFERENT SY OM E PRSP THAT SHALL S CON SIDER S PRESENT ^ 0 FABRIC boo, LAW HYDOGER ELEcnor8 7L) WELD GRADE b0 RED,DRED, CONFORM TO ` D '4" MN. � s�� / / �/ w STRUCTURAL FRAMING OR DETAILS, SUCH SYSDE N SHALL HE CONSNERCONSIDERED SUBECT 7O dREINFORCING CONRETE Nr O 71E APPROVAL OF TFE OWNER ARCHITECTAND ENGINEER SHWALLL. ® DOWELS STIMO REINFORCING TO EH ED NOT HAVE CARBON CONTENT IN EXCESS OP SECTION C -1 SECTION D -1 5'� ITIS.TIE TUE EI GHT - OF 77EGTNERAL CONTRACTORAND TRUSSMANUFACTURER .331E ALL WELDS TOBBEY WABOCERDIED WELDERS, ^ 0 9 ^ o TO VERDY 7FE WfiICNT AND LOCA770NS OP ALL,MECHAMCAL EQUIMENT PRIOR 7Y) '( I L.-+- IJ n \ SCALE. � • -1' 1" SCALE. 3/4" ' I' 1" SUBMITTING SHOP DRAWINGS. TT SHALL BE NOTED IN THE TRUSS MANUFACTURER 'S N STRUCt'URA`I STEEL WFETIEROR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS TUBECOLOMNSSHAtLCON +ORMTO AS1MA300, GRADE 8(5 46,000 STRUCTURAL DETAIL d ^ ALI SED WASHINGTON STRUCTURAL sis aHA(I'coMORM TG Asmi A.36 (ty .36 9 4) APPLY PRDJRI COATS PER RECEIVED ` / , TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WIT CAL CULATIONS STAMPED BY ARCM7ECTU¢AL SPECB'IGTIONS. W5)4) TSPECE ®SHALLBE3/16'CONTW000S- \ J CEN FILJ3T MINIMUM. ALL WELDS TO BE:IN ACCOffiANCH WITH AWS DI:I -92 AND BY WAHO � i C)D.D.Q........ AUG 241995 COLUMN T CERTIFIEIO WELDERS USe FRESH E70XXLOWHYDAOCCEIJ ELECTRODES PILE, GRADE LE $c PI---------- -�-- -I FRAMIN 7NSPEC170NS ROBERT 1091801555OO BOLTS BEAM AND COL. COLUMN PER PLAN SHEATHING & A COPY OF ALL INSPECTION 'REPORTS AND ;TEST RESULTS FOR ALL REQUIRED ABSCEdL.AT]EO STHEL HANGERS TO A SIMPSO / APPROVED : EQUAL. NAIL ALL I SIDING PER ARCH. INS PECTIONS SHALL, BE SUBMITTED TO TIE BUILDING DEPARTMENT, RR/TIER HOLES WTIR NAILS AS SPECIFIED BI" - 557; EXPANSION BOLTS INTO CONCRETE SHALL ACTURER UNLESS SHOWN OTHERWISE ON ? 1 CONSULTING ENGINEERS TIE OWNER AND THE ARCHITECT BY NT TESTING AGENCY' ,DRAWINGS, MACHINE BOLTS TO BE,A- M 7; II ^ FOR REVIEW. '11113 TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY B ED F1 F "ECRU "I O.MNUFACIHNED AND INSTALLER PER ICBO REPORT 44627. TUKWILA, WASHINGTON PROVNID AS A UIDINO DEPARTMENT. CTI FOLLOWING INSPECTIONS SHAT]. HS ` y MI Y 1992) OR APPAOV R EQVA • - I.. ANCHOR BOLTS INTO CONCRETE SHALL T.S. COLUMN 9 OVED BY TIE B BATED PER PLAN %! GRID ®SIM. M L ALSO BE PERFORMED. DOB S17E VISITS BY T ADDITIONAL INSPECTIONS AS REQUIRED HY T HUI.UINT BE A707. SECTION 56 44. M NIMUM EMBEDMENT FOR;A EMBEDMENT N OR BOLTS IN MASONRY HALL BE S PER UB E SIDEWALK PER ARCH. DEPARTMENT SHALL'ALSO HE ENGINER DO NO ET NIM IM FOR ANCHOR BOLTS M CONCRETE S HALL BE • �y BASE PLATE ((4� A) 9 "o c. I t 2 '1 ' : PER UEGTABLE 26•H, UNLESS INDICATED07fIE( Sheet tltle� ^• • - PER SECTION C -i y r ry 9v DIAMOND ISOLATION ,I ® FP nP SOns BNGWEER TO7'nH�cOIuEACTIoN TESTS wITiuN BOLDING aREA Arro INPaRICWG� .,FRARTiNf'LUMBER _. HASP VA „IPa FOUNDATION SECTIONS JOINT PER PLAN PER ARCH. 8 e CONC. SUE TrP - SHEATHING SH SHEAR & NAILING GROU ALL FILL AREAS.' COMPACTION TO BE AS AEQUEED HY'SOIS REPORT. .ALL 2 1(11375, DF a2 Fb 873 pM GENERAL NOTES v^' PER PLAN �� PER SHEAR WALL GROUTING OPERATIONS AND PILE INSTALLATTONTO BE DON6 UNDER TFE SUPERVISION 4X .PFAPI,AN Sm { _E21 2x STUD WA I I� � SCHEDULE OF TIE SOTS ENGINEER 1X 'S7S�D ....DF a2 a'S �___ - PER PUN ; : ........ .... ........Ee I00 psi SEE SHEAR WALL BUILDING PERMIT SUBMITTAL 6 -30 -95 II AN `INDEPENDENT ,TESTING L`AF), APPROVED BY THE ARCHITECT SEAL. INSPECT LUMBER NOTNOTHD 6HALLHBDF. N2.OAB8TIER ... 3 o _. _ : .. w A xl GRADE 36 iv CONC. US - SCHED. FOR A.B. CONCRETE, ABBAA, "AND PIJNO'ASFbLLOWS. GENERAL REVISIONS 7 -12 -95 ISEll n O U 6P � � � °o w /4C({ S LVERTJ CHI. 41 1CLR. THREADE A.B PER PLAN I . SIZE &SPACI C ECI'lEBM PLACEMENT PRIOR TO POURING TAKE3CYLTNDER61 'OR EACH EDS AS TOWWPAW NGAG A I RG W R c_1991 ° � �II.DING DWP1 REVISIONS B°33. 95 0 I • o ° II I o • - C SPELT E POUR, AU. B ° L - PER PLAN) d a:. - .m AREA FOR SLABS AIL BOLTS LEADS AND NUTS BEARING AGAINST WOOD SHALL BH PROVNffi A ^ II• C �., 1 •_p (EMBED 12' MIN.) o '' ° UR, BUT NOT LESS THAN ONCE FOR EACH ISO CUBIC YARDS OP PRESSURE TREATED. MANNER* MOISIURE,CONTENT 9% AT INSTAALLLA�O SHALL FOR ALL 8 I I I •�I I - I � / CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE LUAEER. (PRESSURE TREATED LUMBER TDBED.F. a2 MWmdi)) CITY OF G TUISWIIA ° GROUT LEVELING - 4 � '^� - BS OR WALLS TEST ONE CYLINDER CYLINDER AT 7 DAYS. TEST ILEMAIMNG APPROVED , ED - -.- -°m�� 1" LEVELING CYLINDERS AT 28 DAYS, SLUMP, AIR CONTENT AND CYLINDERS PER DEC GROUT " - SECTION 2609(5) CIT65f MT WOODMEMBlots, :CONTIN E INSPECTION I S REQUIRED A D BALANCE PER OP ERVICE °DRYCONDTI70N. DEC 1995 II_ 1 C }i II �lia'I� FE.DIG H S NDI L D d/,1Q ',5,..q ( SECTION A t l INTENT •UNTREATED WOOU. '� 1` ,. I I - 18 "g BATTERED Id ,•_V OPERATIONS INSPECTREBARPLACEMEN P EOR T CRO1IIjNG. TAKE 3 W .., _ `, III gA��D' N' of 1i. fill SECTIONPAR PILE �J II II ISECTON AE OFG Dq.1VE1(ED WHTCFEVER IS OUR TEST SPECUENSA7'7 LOAD LGRADE (SEE ARCIt•T'ECT DRAWINGS BE WHBRE ARCHITECTURAL GRAM ■■ I I GRADE DRAM SIZE (14 24 " o.c. DAYS. HOLD 77iIRD., ;$pECPEN FOR FURTHER TESTING, E AEQUIBED EE9U•"•"') )Ob 1p: sheet t10 N _ B ( ALTERNATE) ADDITIONAL INPCTION I f,O BE PERFORMED A REQUIRED BY THE SOILS • 1 '. SHALL BE SF T & REI NFORCING - ' NAL SE $ RE Q -.•• PER SECTION A -1 I�i - :'ENGINEER : D TO 3 �MEhE E AS SOON PMCnCABI.B RAFTER 94 a9 r: S URFACESOPMNJBER SNEffiNOTBBSBALHD ST S - C "g S TRENGTH BOLTII E ONS' P FOR PIBCTt WELDINO , , i)TOIL •" �/ ': SECTION E -1 SECTION F -1 SECTION G -1 4S A ON,' A5 REQGBED BY EEC '' checked S P R RENG.T , N,'liND EX PRO ED MEMBERSSHA1 - dale =7' - GENERAL- NOTES% CONT ABA'-- LEFT GL L WDOp MEMBER 5;AONTINV ED ABOVE LEFT dRla 6 B � V" : 's " O SCALE: 44• =1' -0" SCALE: " =1' -0' SCALE: 4 . - .°..«•..a's'rvasxr. x <ee.s..ssvm...�..,...,»aoei•.... mr ": ":,y K..2. _. - _� .. _.. _.. l " ...,. ..,,..,. ,.,., ...- ........... ... .,._� - .�.... -.. • _. - ..... ,?exs:aesrexxsR :«rAN+wmtvx= ,w'- sE.'a'q'+%u#pa :se?ts ,...�x.�.swk.d` . 'ri:Ja,' =� ':" w„_ _ -.. _.. y ..,,. J ..T- �-, •�•:n.._� ---=° --- c- ...__. �.-.�_ ".. A, :1�� I I I 1 I T • TI7� r R I 1 T'I'T'iI R 1111 7 1 1 I 1 I 1 t TI 1 �, ' I ! IF Till MICROFILMED T DOCUMENT IS L ESS T !bI „» '. 1111 j I I III 2 ' I 3 I l 4 r r , I 5 � 1 6 T 7 8 i, I A A _ 1 IIIIIIIII 1 IIIIII IIII i I IIII Irll ill 11 Iill IT L ! �/ , O IUJ 1 9 J.4 ® 306 -D G T I ' ®0..9 o architects 18•_G " 18•_0" 18 18•_O•• 18'_O 18•_0• 16'_0" 18•_O" 18 18• -0 1B' -O linardic design group . architects 252' -0" dexter n. (206)283 -4764 6' -g' I 7 1,_3. I 23/4 - -/ G 1 I Fall ¢ COL. F PER ARCH ' 1 • ' ' .. - 1• -O") '' v p./ ,,,e' u; .' I p+ - 1 -0 ") a/ + h/ I 4x H :e./ _ 1' C") (8` MIN.) '"" c' I 4,17 - gy+ I ~y Sao s ,7 ti a� , y / ' m. , .. -1'. o-+ �o.+ EDGE OF , rsm .io B S i B 1 C 1 B 5 , B -1 C i m - B-1 C- � 8 SlAB� I SEE SHEET 5 -5 - - - -- � :2,120_00. � -- - - FOR BALANCE OF �, �, .y. , k" ` '�. ( N T FOUNDATION PLAN -I r' -0' -I � , r - I � r pp - -- \J "S 4.R' GRADE ' IPILES 4 c . NI1 i P L& W F ! EAM UI I2' -O n lI 2 ._� 9 +k I c GRADE BM 5 ' vl En I u-, rri N v�f III 6 {l+ + 1 fig v� J i i I I.IGRADE I +d J ,� �A, I 1 � I Br AM N ' I 3 E° o.J._ k W — _ E —� —� 1 � I — — — L = �s, 2' 0 DIAMOND 1 pIL & � - m / ISOLATION JT. ,4? I I 6 + 1 I o GRADE BM III o- I x / (ttP.) ( a+ 'T,' "' may I I �6 I ,e, ,o' ++1�° o+ I + -1 , / I 2\% n +' 1 � # h f r EXvIPES 1 ee � 5° ` + / O 1 go- ±, y 1 I � + �y +a' y6 +k' y e<+�" t 1 Z° % Z °` +% � FULL HEIGHT � 1'< I <. O N t, O g � j S. 1 WN - - - 1, j - -- .4¢�. - - - J _ , " - _I L - -- - 4 - J,.. _ , � HC consultants �m >_� - t -2x8 v - � -- � , _ - 1 ---- -- • 'I 11111111111 SR E D -1 E -1 � J r - - I r 1r v �- D -1 E-11 D-1 E 1 HDSA HOEDOWN 1 OF 2a� S ¢ T . 41 ( -1• -0" I I I I I I I I I 7 (SEE H 1 .c. coc _� ® C CONSULTING � 1 I3' -91 13' -9 13' -91I I3' -S,,� 1 18D) 12 O" tee® ENGINEERS Inc. ao I ' -0 „ I III 2 -0" 4" CONC. SLAB ON SPADE, REINFORCED I BEAME GRPILES & ?o GRADE I I2' -0" I I 6x6 -W7.4 W1.4 WWF., ON 2' SAND, 1 BEAM ® U GRADE BM - 1300-114th Avenue Washington 98004 I BEAM 1,22 -0 E + 4,4f j BFAM I 0 VAPOR BARRIER, ON 12" FREE DRAIN- O I c 1 O �. (208) 450 4075 FAX: (208) 460 -4078 I - -._ ___ - I, ! B I ' I ¢ COL L NG MATERIAL & SUBGRADE PREPARED IN m I EAM J _- _ , A ND PIE - -_...- _.- _ & VAPOR NORTH 1 L °� J -- _ 1 I I I 1 I � 0 4 :1—' -� O O O.) _ developed by: J OF GRID 3 BETWEEN GRIDS A& T h develo ed b 2x6 G -1! I GRADE �J I G� n m N h Uil U , NI • -1.-0-) ■ e , . DF 2 ® 6 I G-1 I IKEA a. , ti: \., SOUTHCENTER zao.. " r e . A, i - 2x6 \r`•I 1 52 + _ J 04' I g + ¢GLB MULLIONS N ® 3 GOLF, Inc. in - zi ®II! g h +g+ Ir G ' —1 - ` �� j N P ¢ EOL.•a, O, � �e t . s coL : zx s 1 1 DFg2 L -- __ -J L - -- 1 IC I I I "m rvo I J GRADE BMS a I B 2 � � __ �z4 o.c. _ ___ — _ Tukwila, Washington A -1 2x6 ® O 2x8 ® 72" I PER -1' 0' PER ,, I m , 1 A -1 O A-1 A -1 ¢ PILES & I in 24 o c �p;(/T, G DS i �- A RCH. ARC 1 - r • ( -1• - GRADE BM 3 PILESL& �/ `i 3" ¢MULLION 3" "� 3° • GRADE BM 3" PILE I ¢ COL.'s, PILES & I ¢ COL '5, PILES & & GRADE BM GRADE BEAM GRADE BEAM 126' -3" 131'_3 19 11• -3" 126' - 9' - . (1_rd J,4 0 18' -0 O 0 r PARTIAL NDTFS: FOUNDATION PLAN 4) WALLS H FOR O SHEATHNG, NAILING WALLS SEE SHEAR G ANCHOR BOLT (FAST PORTION) SPACING. I SCALE: Ye" =1' - 5) SEE HOLDOWN DETAILS (SHEET 5 -4) FOR HOLDOWN NOTES: 1)) TOP OF FINISHED FLOOR SLAB AT ELEVATION 28.50' IS PLACEMENT • REFERENCE DATUM 10' -D I 6) DIMENSIONS ARE TO FACE OF PLYWOOD UNLESS NOTED 2) ELEVATIONS SHOWN THUS: (- __' -_ ") INDICATE TOP OTHERWISE. project title: OF GRADE BEAM ELEVATIONS BELOW REFERENCE DATUM. 7) CONTRACTOR TO COORDINATE GRADE BEAM ELEVATIONS & PI 3) BOTTOM OF ALL EXTERIOR GRADE BEAMS SHALL BE 1 ' -6" w/FINISHED GRADE, LOWERING AS REQUIRED TO MAINTAIN MINIMUM BELOW LOWEST ADJACENT GRADE. 6 MINIMUM EARTH COVER OVER TOP OF GRADE BEAM. BATTERED PILE PROPOSED GOLF RANGE FORT I 0 +�� L D p�ll IU^Ill �� II^ IIII\ \VII nc�F� ILLS � p-,,' - 1 o } 8 VERT.:1 HORIZ. 2 m p4 .1 SOU V BATTERED PILE J �/ ^�) CITY OF RIM G`j O L N C I, TTERE ./ APPROVED 9 JOINT LOCATION PER DEC 18 1995 1/2"0.3 SMOOTH FOUNDATION PLAN \Vv� DOWEL 0 24 "o.c. P NOI CUT BOTH ENDS CONCRETE SLAB DV JG GIV WITHOUT FLARE & CON PLAN B I N GREASE ONE END • PER PLAN SHEAR WALL SCHEDULE TUKWILA, WASHINGTON GRADE BEAM 6x6-W1.4/W1.4 W.W.M PER SECT. A -1 EDGE OF SLAB @y 2 S - I BALANCE PER sheet title: CENTER IN SLAB (TYP.) / / jam MARK SH EATHING NAILING A.B. HOLDOWN at VAPOR BARRIER op STOP AT CJ SECTION A -1 at GRAVEL BASE T ° of 1• -0 ....on GLAZING -/'I ,_III =II " CB7 POST BASE GLAZING �h CD% PLYWOOD PER SOILS REPORT - PER ARCH. ONE SIDE tOd ® 6 "o.c. 48'o.c. NONE - (EAST PORTION) FOUNDATION PLAN ' g ),(PER PLAN) SIDEWALK SIDEWALK 9 7 PER ARCH. PER ARCH 44 CDX PLYWOOD C °e CONSTRUCTION JOINT C.J. �, CONC. SLAB CONC. SLAB O ONE SIDE 10d ®3 "o.c. 24 o.c. HOSA BUILDING PERMIT SUBMITTAL 6 -30 -95 ���■'`..... INSULATION I PER PLAN PER PLAN INSULATION VIIII „ PER ARCH. PER ARCH. GENERAL REVISIONS 7 -12 -95 I 0 I IO' -0 "I /I\ gU LPINb DEPT'. REVISIO 43 H -z3-9S e a JOINT LOCATION PER III -1 ( PLAN) - - NOTFS; FOUNDATION PLAN t 6 II ° 0 4" 1 1 2 - � P NAILING APPLIES TO AL PANEL EDGES. P NAILS ® 12'o. AT NM 1 ' ' _■IIII. �� s( PER i) PLYWOOD MAY BE INSTALLED HORIZONTALLY OR VERSTICALLACE Y. PLYWOOD T BE / I"CD %TEREDIATE FRAMING. 7 . SAWN JOINT CONCRETE SLAB �' -� �� PER PLAN 54; V° 0 e PER PLAN TO 5 (PER PLAN) 2 x'v /e "MINIMUM LENGTH). TOP & BOTTOM ) NAILS ARE TO BE 10d COMMON ( 148 "02 ) 2-#4 CONT. 3) WHERE NAILS ARE SPACED ® 3'o.c OR LESS & HAVE MORE THAN 1 Ye" PENETRATION INTO FRAMING u C 1111H 'i, _.. I= I BALANCE PER I (i.e. NAILS A THAN 2 iS ") FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR PILE ,; WIDER &NAILS NAILS SHALL SHALL BE STAGGERED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE 3x DF#2 T PER PLAN SECTION A -1 i FRAMING IN LIEU OF 2x FRAMING AT LOCATIONS WHERE THIS OCCURS. 4 2" SAND _/ % I - JOINT 4 WHERE PLY IS ON BOTH FACES OF WALL & NAIL SPACING IS LESS THAN 6"o.c., PANEL JOINTS VAPOR BARRIER 0..S. MAY BE USED NOTE: CONTROL L JOIN ( (OF S. J.) ��" ll � • PILE i18" AUGERCAST ■■ 18'6 AUGERCAST ) SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. no. revisions date G 'd"k'" CONSTRUCTION. JO INT (C.J.). - PILE lob Ne sheet fro: wF 1•-0 GRAVEL BAS II II -II� IV Ell III 1 - 1I I 5) ANCHOR BOLTS TO BE Ve"0(EMBED 5" MIN) 94 -32 PER SOILS REPORT _ ///��� n6 r� 6) HDSA ANCHOR. BOLT TO BE 5 43"0 WITH 10" MIN. EMBEDMENT DO 10 USE EXPANSION BOLTS designed ST S -2 (� p B-2 FOR HOEDOWN ANCHOR BOLT. v ''' CONTROL JOINT (S.J.) TYPICAL G RADE BEAM STEP SECTION A-2 SECTION BBL 7) SPECIAL INSPECTION REQUIRED OF HOLDOWN ANCHOR BOLT LOCATIONS REQUIRED PRIOR TO Checked. POURING CONCRETE. pF m< SCALE: Y " =1' -0 " SCALE: Y'• =1' -0" date' 6 - 30 - 95 B ' . • - .. -.. .. . -- _,- . >, -,+>fl. •a wt ..... .......:„. « ... r..., . .+.. - .« ,+..... ,P "^"-"_ � ` I "T 111 I l)I )' '4 pI IV 1 t 41 7 1l11 ��I 1 �a (, " ..x I C I THIS MICROFILMED DOCUMENT LESS O c f (r-I) Q Q Q 3D6• -D.. I O L® 11 architects 18' -0 18 -0 I 1 18• -O" 18• -0' ia' -o I 1e• -0 16 -0" 19' -0" I 18• -O" 19• -0" t8 -O" linardic design group architects ,-A-- III"` — 1319 dexter ave. n. suite 260 6._9 _ 11•_3" I I I r seattle, wash. (206)283 -4764 I I I I T.S. 4x4x 413 COL TO ROOF all, PIMA, NO PROP,RIA 01 NAL AILLALIII.r I i I ABOVE. TYPICAL 4 GRID LINE 4 ( L 'K 8 C -6 K -8 A -6 a A 6 C -6 , n gi wrr SEE " S -5 Ste x7316 GLB 5.x1316 GIB 5'1x1314 GLB 5163 x13'1 GLB 5 GLB 513 x13'1 GLB Ste x131 GLB- - S1e x13'1 GLB _ _ 544 x1344,0L5 v 5y x1316 GIB D_61. O r , .r ■ r.,u„ - , - -1 - - - _ _ - - ( ' - - ( +34 ") 113-6 -. In ) (1 +34 / FOR BALANCE OF i (n +4g B_6 (� + ") ((1+143 ") ((1 +34 ") (l +Ye B -6 ((l +Y¢ " (n +fie ") 4 FLOOR FRAMING PLAN ,= - o COL. CONT. 'I _F _ m 5 . x13 GLB m 514 x13'1 GLB n + 5'1 x13'/ GLB v 513 x131 GLB 5 x131 GLB m 51e x13'1 GLB 4 " + 51/24131/2 GLB 9 514e x131 GLB 9 13 x13 GLB E 6 \.oR �Nl'A TO ROOF " °: ' /1 +36 ") 'D R - (f ) " ((� +d'e' y .: ((l+ ") �•• ((l + ") ` (/�+Ya ") " ((' +Ye') o : ((1 +y'e") o : (1 +s ) E 6 w + ' � � , > " + iv + + + 268 LEDGER m Hs6 Slk oni GLB " 5 - x134 GLB ' C 5141 x1316 GLB H -6 5W 1316 51,13 51,13 ,- 5143 x13'1 GLB 514 x131 GLB x 5' 1 x1316 G F H -6 513 x1316 GLB " 514 x13'1 '.GLB. 1 . 5'1 x13166 GLB m '\ :� A . .@ "@ `� F 3x6 LAMINATED 0 D -6 ((1 +34 ") ,n (1 +143 ") .n (11 +Y ") O`'li ! b n +143 ' t '9 Yo ") r. (n +Ae ") m 'In ") s , } N 8 b ((l + ' ") . ((1 +14') D _ 6 � (1 +143 ") DECKING I ` -s h t '" ) - .00 V.. ('MST 1 7 2 STR 3x6 L R INATED t ' p0 °° + } r `Z' - (n + c m + - K jl "° ± \ / S1e x1314 GLB DECKIN G p ,e. "" ". 5' /3x9 GLB O� 0 .@ 1 — — - • x 3[ - \ 51 x16 GL8 '^ HOR (CA =O') ,o 3 2x8 3 -2x8 344 x 101 7 _ � U K -6 P -6 ( +0) L \ ( +/') HW - U.N.O.) • K -6 NOR R _ : I (TYP. l - H° ' ` ( +0 ") \ consultants HANGER 19 0] J_6 BIM,. J 6 SIM. [1 I 1 , ---- \ K -6 � 9' -0 "}' / x [16' -1016" � - , 0 V, midminii SHUTLER ® [72' -0" II ` .314x1045 GLB c: Ste x13'k GIB TOPPING SLAK ! � 1 \/ .j s ® CONSULTING R - ( +0 ") in, ( +V ") N - is SEE ARC DWGS ! - ` ®® ® ENGINEERS Inc. NU r ( ` {{ \ S I METAL PREMA PLATE FACTURE CONN. x + I FOR CONTROL J ! o 'I R GER 4 C -7I 11 WOOD TRUSS 0 24"o.c. 3'1 1016 GLB N 514 x131/2 GLB ' BY x � '1 ' CDX PLYWOOD . 1 N\ 1300- ' 14U6'Aven NI S.E. , 9500 260 Ii X_/ ( 2z6pE_SAP�0RD_S) ( +0 ' ) (+V ) OVER DECK TRUSSES I 1 w • oo /OTHERS gton 98004 /C \ Bellevue, venue ' D 6 ' a 24 on. l o ZHO b (200) 450 -4075 FAX: (208) 460 -4076 \ DESIGN TRUSSES STEP DOWN - T . 546 x13'1 GLB . 513 13'1 GLB-"' ; <. <-I + _ NOTE. CONTRACTOR TO :: CDX 1 ® _ ' TRUSSES 0 2j c. (+14")/,/ I ( +' / ' VERIFY WEIGHT & LOCATION 36 1� - , „ I L' / I o 0 \ \ o I FOR 7 PSF I ) OF ALL MECH. UNITS PRIOR PLYWOOD -�� � II o o \ NET UPLIFT I - 1 - ,' N � \. � .. l I q ? a�� ` . c> CK TRUSS 9 developed b I �./ GIRDER TRUSS c \ \1 /L y M 6 0 TO SUBMITTING ROOF TRUSS ` 0 2q "o,c, y 1 1 I L -B FUL . I .4 Q "T.,' \ I I t ^ i q � R f 99EIGHT ,< MULLION N N SHOP DRAWINGS / g � vi r rp 1 St ST RT GER II { = a3 ) � q SOUTHCENTER i 1 i \ \../ o \ II m ( 12 , ,,- II ,� N 2 °', e� GOLF, Inc. x / i DOUBLE T"EI 3 -2x8 3 -2x8 r - - -- 1 - 3 -2x8 -- 3 -2xB 3 -2x8 _ SV x GLB \ ' z L z +_, z z _ _ z 181st Street & 57th Avenue S. C-7 7 C -7 Tukwila, Washington - - -- -..... ... __ - - -- - - E2 - - -- - - c -7 .. _ 4 [12.-o" [19•_0 ") 5'1 x9 G_B DR HIGH, 19• -0"] [i ' ° 5 xM GLB HER LOW LOW ROOF DESIGN TRUSSES LOW ROOF FOR 7 PSF , P1 -- VI NET UPLIFT �,, DESIGN TRUSSES -) - -- - -- - -I SSES Y" CDX I FOR 5 PSF PARTIAL SECOND FLOOR FRAMING PLAN • - PLYWOOD f 1,') Lam NET UPLIFT l9 1 r _- -- (FAST PORTION) - 1 ) V 7 L +,','T' SCALE: '1 " =1 ' -0" NOTES: NOTES: 1) TOP OF FINISHED SECOND FLOOR (TOP OF CONCRETE TOPPING) 5) DECKING TO. BE NAILED TO SUPPORT BEAMS w /2 -20d OR 2- b �r� 0-7 t, IS 12' -4166" ABOVE REFERENCE DATUM. 30d COMMON NAILS PER COURSE. COURSE NAIL DECKING I " -- -- - - TOGETHER EVERY 30" w /8d COMMON SLANT NAIL. OFFSET ■ s - _ i 2) NAIL FLOOR PLYWOOD TO DECKING ('1" CDX, INDEX X /3) ALTERNATE COURSE SLANT NAILING BY 15 ". `�- w /10d COMMON (.148'0x2'1" MINIMUM LENGTH) E E'o.c. ALL y+ `\' do-0 EDGES & 12 "o.c. FIELD. 6) SEE SHEET S -4 FOR NOTES REGARDING ROOF PLYWOOD & I a+ i e a NAILING. 00 -7 T'-' PREMANUFACTURED 3) NAIL Be GLUE ALL FLOOR PLYWOOD TO DECKING. _•0 METAL PLATE CONN. 7) ELEVATIONS SHOWN THUS: [__' -__ "] INDICATE TOP OF FRAMING n & c. 'r` WOOD TRUSS 0 24 "o. c. 4) ALL DECKING TO HAVE END JOINTS AT SUPPORTS. DECKING (BOTTOM. OF PLYWOOD) ABOVE REFERENCE DATUM. (2x6 DE TOP CHORDS) MAY BE PLACED AS SIMPLE SPANS, TWO SPAN CONTINUOUS OR I I THREE SPAN CONTINUOUS. (WHERE SPAN EXCEEDS 7' -0', YO act title: DECKING TO BE 2 OR 3 SPAN CONTINUOUS). P r 9 0 "] ( /�) ( \ PPROP � O I I SED M G f O 1/� LF RA. F• � p OR 1OPP ?+'.4)? I ; F -7` I� / .— _ —___ \/ SOU UCEN� J ER E -7 LOW ROOF GOLF OU NC. la ® © O O TUKWILA, WASHINGTON 1° sheet title: CONC. TOPPING TOP d Q PER PLAN PARTIAL 2 FLOOR e/9 PER 1 " CDX PLYWOOD FRAMING PLAN PLAN DECKING PER PLAN ,, IPER PLAN GENERAL REVISIONS 7-12-95 7 - -9 � � IPER / A�� T A M_ CITY OF TUKWILA !' 1 sonowe DEPT. REVISIONS 6-A3 g APPROVED e ,I DEC 1 1 L 0 j A / ' 4 GLB PER PLAN u" IQV x680' -10 ''A" It EA SIDE 3g T.S. COL no. revisions et T o date V 9 PER PLAN 16' BRG FE ,- ® job na 94 - designed BT 8 9 F q. - I S-3 TION A.3 checked; cc chec OF n z a , SCALE 4t" 1' ^0" 8 . _ 30 - 8 - a wn M Safi m x .. .. »r_svC' 'o O.w:c; : °a!Y®ronrz. \ ,r..; •...•,• +rwr." "...w, .....,.",,,.,:.. , <,- ...:..+..�arry .,- ,..•« -.m m+.. .. "......... ..... _,-- '- .............. _.....,....... .._• -_ -. .. ._ II CT 3 �1 I�`?' 1 lq 1 ) ( �IiI [r ) I T11�1111711p1 i CLEAR THAN ROIS MEDIDO, IT IS DUE TO - 1 I, ` I 1 0 '•+ "•.W 1 2 3 4 5 6 7 8 i' , ' , ,i• A A I IF THIS MICROFILMED DOCUMENT IS LES v O 9 P 99 Q 3o6•_D ' I . P O ®. :O architects -I l in ar dic design grou .. arch 19 -0" ,e• -a' l 15 -0 te• -o" I 18• -0" 1e• -D" I 1e• -D" ( 1e• -o" l te• -D" 1e• -o ;.8 -0' _ _ I I 6' -9" 11'_3" I - - sea ttle wash. (206)283 4764 dexter ave. n. suite 260 l 6 •_a•, seattle, 4 ® 24 "o.cy �.. BEARING WAL l - " us SEE SHEET 5-5 7I OVER GIRDER TRUSS - _ FOR BALANCE OF 24' -6"] Il 24' -6 ] 24• -6" a RIDGE �• 24• -61 24' -61 24• -6'] 24' -6'] 24' 6'] 24' -6"] 24 -6"] U 1 ROOF FRAMING PLAN Iii I I 24 -6"] Y �^ 515x12 GLB 5Wx12 LB - -- .Y.,412 GO ' 546x12 018 SVe - - -- - '/¢x12. GLB 6_7 5'/. GLB 1I S OTH z12'GLB 516 k12 GLB e_7 5'/112 7 � H 7 M -7 H 7 A -7 H 7 A I 3 N I� a • ism � �� uI l GLB I Q j W MN i HANGER P w ON W fNC C 0 i -7 1_, g g I� •. "2'- ^Il��m �'� � JACK T N'21 P e , n fi. Y __RIDGE_ i s __ —__ \ 6 ,rc __4 __ __ —__ —__ 1 f 1 f __ —__ —__ RI DGE -- _. I -7 _ , ETRUSS _i F ( - ®2 -9" a�v / w S'F ®26'- 9 " x12 —__ " o.c. i ) a A� P & l® J -7 A 2- �), R 2, m ? � q ITS ! 0 R • x8® 24 " "c? ,iO30 24"oc` xllAS " I =�3 'L N =71j� N7 ` � o % " CDX f TRUSSES S o .o wellE g rc a / OVERBUILD , OVERBUILD' III PLYWOOD . a 24 "o.c. II IR w f I JACK TRUSS ' 4- 'I 8_7 �s3.`7. , G.-7P, 6 °� 4x6 DFN2 G -7 " I°om i ®24 � � � 1 1 I . _ 1 ___ _ -_ 4x12 DF#22 - y_3Ye.7044 o x x II" r HEADER JL - -- _ \ _ _ _ __' I _ — — EXPIRES 0r - ___C__ I DER GLULA HEADER __ ___ _____ _— __ —__ —_ r __ —__ 17$4F( I- __Z__ r r - II I - y JJ,( p�R� 3 I _ C-7 [24 6 p l 1- 1 1I1'A Y� __ -__. _ - _L_7 - __ _ - - __t l __ 24• -6 "] K -7 (1YPICAL) [24' -6�� I I P-7 K -7 consonants : F _ HEA ' I 1 _RIDGE a $HLITLER I I PREMANUFACTURED , I 1 METAL PLATE CONN. ,... l® I I a 1 .` y _ I ® ® Inc. WOOD TRUSS 4D 24" , �� 4 � ° I I ,\ II 23 4 ;b j l (2x6 DF TOP CHORDS) I - 1 3 ` , ' — -" I - - I I v� CONSULTING I � 4C - \ -' l , ' N -7 METAL P ATE III ENGINEERS [ v L\,- ® I \ I :, - Ii __ 1 1, tV l. l ,a ___ __. „SIM. CONNECTED , I III 1300 - Bellevue, A Washington nue'SIB., Suite 800 4 X260. )� I WOOD TR FAX on 9 (208) 450 -4078 II_ 800. I - 1 j '” - -II- L J . (206) 450-4075 FAX ( I I ,N 7 I - I I l \ 0 24 "o.c. -- _ ; W6 CDX i" 2-- i 1 FULL HEIGHT ■ _- m d eveloped {J'/ I PLYWOOD 11 -- _ 3I MULLION BELOW \ j I I r T__ -- I I I SOUTHCENTER -1L — - �_t__ [ f k -" � ' _ GOLF t Inc — — \ [ 24,-6- ('[ za• -6'] _ 181st Street & 57th Avenue S. Tukwila, Washington S EE SHEET S -3 FOR SEE SHEET 5 -3 FOR - LOW ROOF FRAMING LOW ROOF FRAMING /t lit PARTI AL ROOF[' PLAN VERIFY WEIGHT & FRAMING PLAN OF ALL MECH. . OF PRIOR TO AL MITITTI ROOF PR SHOP DRAWINGS. (EAST PORTION) SCALE: Xe =1' -0" - - NOTES: 1) ELEVATIONS SHOWN THUS: [__' -_- "] INDICATE TOP OF FRAMING (BOTTOM OF PLYWOOD) ABOVE REFERENCE DATUM. ' 2) PLYWOOD TO BE We" CDX (INDEX 3z /e). ° 3) NAIL ROOF SHEATHING w /10d COMMON (.148 "0x2 y" MINIMUM LENGTH) 0 6'o.c. AT ALL SUPPORTED EDGES & INTERMEDIATE FRAMING. project title: PROPOSED GOLF RANGE FOR; 19•_6" 11•_3•• I IB' -0" 126• -0" - GOLF, � U C I ® © 0 T A TUKWILA, WASHINGTON g sheet title: g: PER SCHEDULE PARTIAL ROOF 9 1 II I II 4x6 DEE2 FRA PLAN t (3) -2x6 (2) -2x6 HOLDOWN FULL HEIGHT 2x6 WALL g ,IIIP FULL HEIGHT IIIIIIIMI' / FULL HEIGHT PER SCHEDULE PER PLAN (EAST PORTION) E V In' . BUILDING PERMIT SUBMITTAL 6 -30 -95 ! Ja (1) -2x6 I 4x6 DF02 l© l� GENERAL REVISIONS 7 -12 -95 ? , (2) -2x6 II HEADER FULL HEIGHT IIII /I\ 6VIIOINeo OEM REVISIONS D -09-75 PER PLAN pt o HEADER l'4 PER PLAN R Num O II PENINGS LESS THAN 14' -O OPENINGS LESS THAN 6' 2x8 WALL PER PLAN EDGE OF DOOR ..9 OPENING z TYPICAL HEADER DETAILS HOLDOWN DETAIL 10 HOLDOWN DETAIL 2� CITY OF TUKWILA SCALE: N " =1' -O" SCALE: F, " =1' -0" SCALE' 44 " =1• -0" APPROVED n revisions date , F DEC (8 )995 job no 94 -32 sheet no: AS DIED ; designed BT Sr4 /Or �� ��' BUILOINo DIVIGIC'1 checked d 6 -30 -95 • e - - - _ .�. t ' r1 I F TH I SHMI C RO F I LM EDID O C U IE NT S I SUL E SS I� I ] � m � �� i � I � I 6 1 1 I � 8 el . . 0 O CD o architects O(, 0 x12 GLB 5 x12 GLB 5'IA r12 ' 1319 dexter ave. PILE linardic design group . architects GRADE BEAM L - L4 6' Fl _ 0" T 1 •8' 0' -- 'd 0' . 9 e ' 0 aJ . n. suite 260 (z4 P -- - -- - — — - -{ . 1 seattle. wash. (206)283 - 4764 �V 1 HW HANGER w I~ '1 _ - T.S. COLUMN ] 24' 6 "] Hr7 24 -6" ,(24 -6" A -7 OFFSET TOP n ] W,f/ 1 za' -e 4- 1 1 0 w/ PER PLAN (EMBED 5 MIN.) FLANGE ` y 5 - _ _ B - 5 J ' 12 GLB B_ 5'N x12 GLB 5/n x12 GIB ., F 5Fq as as l NCE Of ® ( 1 1 CONC. SLAB 1 � 12 FOR BALA I' LEVELING PER PLAN I I I I o ROOF FRAMING PLAN a GROUT 1 I \ P GSS JAC T RU« , N . -. _ - - ,y .. __.._ -. -__.. -. .. 1 .__- ..> I� � I-. '�(` ® 24 o. c. r� '2 ::::: o -( r- �P e RDGC � ___- -- - -- RDGE a a (PER PLAN) I " ' g o PARTIAL ROOF n, ¢ 3 ry a -_- _ a o ® 24 © 3 ( 24' - Il � JACr, TRUSS / 24 ' - _ __ — � z�ll ° � � � ®, D O FRAMING wog i i, /," UOUS - -- J � z 1 rP & eorroM � -6 7 � N HDR (tt) ACTO NDTE, : 1) SEE SHEET 5 4 FOR ROOF FRAMNG PLAN NOTES N —� RIFY WEGHT & LOCATION I ( - _ L -_ _ _ TO OF ALL MECH UNITS SUBMITTING ROOF TRU v SHOP DRAWINGS. 2 OnSUltants Izr o ! -P -�_ _ _ < 0 1 ® ®® SHUTLER C METAL PLATE CONNECTED WOOD TRUSS a 24' o.c. r 2'_d' J ®e® CONSULTING - - 6 - 11111111 ENGINEERS Inc. SECTION A -5 Q Q Q Q Q Q Q Q Q 30 Belle4th Avenue &E., Suite 75WeeF` ton X 50 E407 SCALE � " -I' -0" ¢ BEAM'S I.. .. -.. _..___ _. .. ____. ._ _ 506 -U'� ( ) 50 40 8 208 4 208 4 O -- AND COL'S _ __ -- _. -. 1 r H 0 _ I 8 0" 18 0" _ .L — - 18 0 -.- -- 18 O -._ O - � l o a ' a cLa r SKEWED Hw �� developed by: + J' 1 2 G G—.6 SIM. OPP / 1 J FL 3'ex,ox,' S w/6- � 0, ;; HANGERS SOUTHCENTER "0 A36 THREADED I � a ,) - OS */3 � GOLF, Inc. RODS. EMBED 8" MIN. • - - - _ - _ 2 !� J k1/2x12 THRU RU fret I� m 5Ye x1312 GLB rl I E_6 © Gi � , •• ) SKEWED Hw- -+ 181st Street 8 57th Avenue S. COLUMN & BRACE HANGERS S V .,/,3,, ": Tukwila, Washington T.S. COLUMN _DETAIL b r * HANGERSHW (h, a G.1.8 K 8 A -6 C -6 9 PER PLAN x131 GLB PARTIAL ^ BRACE = 1 5'i x131 GLB 5 3 a x1 '/ GLB 5V 213 GLB 5Va x131 GLB l ) TS5x5xA'ia 4 G_6 (r1 +1 5'k x13'1 GLB 5'26 x731 GLB 51/2 131 GLB '-.y 6 6 _ SEE SHEET 5 - -3 FOR '/r 4' PER �V 6 ") J B (0 1/2") (n +46 ") - (n+ 411") (n+ 4t") (/� + Y¢ ") (n +'� ) F & LOW ROOF BALANCE FRAMING ARCH'( `R' —GONG SLAB - - - - - -- - - -- - - - - -- FLOOR FRAMING PLAN 4 0tp. '/r DET. b PER PLAN 51/2 x131 GLB 5A 131'2 GLB m 5/e x131 GLB 'r=' 546031 GLB m 5'A x1312 GLB 51x131 GLB m 51x131/ GLB I • 1" LEVELING 8, 1' u GROUT 1 ' 10'_0^1 - ((1 +Ye ") 0-6 (r1 +4'e ) c^ a (n +Ya ) e (r1 +Ye) D-6 _C r (f1 +4i ") \ r1 +46 ), ° 6. 0 n+ Ye') ° o � - I W 5'A x1 3'/ GLB 5'/e x131 GLB ,a.-- 5Ve x1342 GLB H_6. 5Ve x1'31 GLB 1@C 5'1x131 GLB 5Vax13Vz GLB c '' ., (PER PLAN _ � ®� " . E -6 (n+ 4'6") ' (11 +Y ) ((1 +Ye ") ( 11 +EN ".) i ((l +)fi " D_6 w v (11 +46 ' (/1 +11, ) , .�yl..�. , A { -'4,9„'.(f ° + I SECOND FLOOR "� ! ' r , M. 0 --.__ ,. _ FRAMING PLAN u / TYP. STAIR 3 -2x8 HD 3 -2x8 HDR ° G ` Ls HDR I ~ STRINGER F _ 6 1" CDX PLYWOOD F -6 K -6 F -6 jo 3 -2x8 HDR 3 -2x8 HDR 3x8 HDR 3 -2x6 �� (WEST PORTION) 'e" CAP 1Q (TYP.) m BY OWNE �� OVER DECKING (TYP.) SCALE: '/ " =1' -0" - SHIN. 1'/" CONCRETE N9�S: I)_ SEE SHEET 5 -3 FOR FLOOR FRAMING PLAN NOTES. \` p -- -- 1=NIIIIMIna' TYP 3,,6 TOPPING SLAB (TYP.) it Y s\ f - _ -__ -_. ' B- ECIKINGED (SEE ARCH. DWGS _ rO t title: vim/_ ` 3 x101GLB- -- FOR CONTROL LOS) p I'�' BALANCE PER . -GRADE BEAM (BEYOND) t8-6" SECTION A -1 CONT. REINF. THEW O PROPOSED GOLF RANGE FOR SOUTHCENTER SECTION B - 5 0 oB oC c E q (117 H T ��� ON C. " =1' -O' EDGE OF -. 1 c c 2 O N `C o SCALE: SLAB P . k a p 54 0" ( 1 © " e� BASE If PER ¢ COL. V� _- __.._ —. __. 252 0 ____— __...__ .. ___..__ - -- ,� SECTION C -e I ,_ 2 I�IL T. e g rs coL r e I `��� TUKWILA, WASHINGTON PER t PLAN yl + p TS COL. _c t' - rv PER PLAN ¢ COLS, 2' -0" DIAMO D •` --- - , ,41^ IA L J PILES & ISOLATION JOI T + + p+ d sheet t1A1Q' 5 " "2 GRADE (TYP.) N -_ __ _ 5 ' 5 " � L. s S "' PARTIAL FOUNDATION EQ x5x1 O" w/ '� 8 e 5 o- t 1 Fli z "0 A.B. a) I �_" 4 ; - - - +_- - ri c ' SEE SHEET 5-2 PLAN, FLOOR FI • . EMBED s MIN. .. + 1 ® °oc f0 Ni + 1. ? � ' _ _ ' FOR BALANCE of ROOF FR AMING PLANS (TYP.) � F 0 � o- \ r � ' Ni .I I FOUNDATION PLAN CITY OF Tflt(WIIA (WEST PORTIONS) _ APPROVED . a I LEVELING i ( ' b � " a GRA 4 CONC. SLAB ON GRADE, REINFORCED I PO BUILDING PERMIT SUBMITTAL 8 -30 -95 <7 GROUT o- I AM /6x6 -W,.4 W1.4 W.W.F. , ON 2" SAND, DEC 1 8 1985 GENERAL REVISIONS 7- 12 -85. SN r, I BE ON VAPOR BARRIER, ON 12" FREE - DRAIN - /11 p Em .' ,i I A -1 - - 1 - INC MATERIAL & SUBGRADE PREPARED IN _.. C.J. AS 1J :U BUILDING DEPT. REVISIONS 8-23-95 (PER PLAN) == ■ 2 o ` c - - a j AN I ACCORDANCE w /SOILS REPORT. (2" SAND I BUILDING DIVISION ^ BUILDING DEPT. REVISIONS 8 -30 -85 m 4x6 DF#2 , & VAPOR BARRIER NOT REQUIRED NORTH 9C FULL HEIGHT U u 6+ OF GRID BETWEEN GRIDS AQ &Q.) +`6 ,,r& ? (SE a ® HOEDOWN- HDSE A HOLUOW HOCDOW oN E- N + o ° o + p+ P ��6 V,a 1 I I 15 m" "`° j„0„-1:''' 9d + „ 0 i . DETAIL 20, I w PARTIAL - 0 _ , A-1 6 � ` �� TS , o; r a FOUNDATION PLAN Y' — r - - r � Al t (WT"ST PORTION) z ¢ COLS 0 . 1 -2x6 DF#2 + +b ® En SCALE / =1'-0 . c. >" GRADE BEAM u PILES 1 ® 24 "o t g NOTES: 1) SEE SHEET 5-2 FOR FOUNDATION PLAN NOTES. PER SECTION A -1 " ® I revisions date n0. y r (' -. 1 RECEIVED )o no: 94 -32 Meet na a4 aB 2x8 ® 72 "o.c 3'.. - - A _ 1 `,ADELBEAM - -- desh7Ed' s9 (SOUTH OF GRID(�3) T V' 1� • - I AUG 3 01 995 BT S -5 , � SECTION C -5 Gar - �--� checked' S CALE: "' = t' - o ' ROBERT ESSAYS ASSOC. dat OF ,o 6 -30 -95 g t. I IFFT HI SUMI CRO FI L ME D i DOCUM E N IS I SUL E SS � ■ itT /T �11717“�t r( �iVII �I11I11i lift 1T�iTir �i Ii�1�111IIti�r�TTrirh1ill I - 6 -- 1 2 3 4 5 6 7 8 A w . I � . . . ( \/'t'�' /} 9 l/T�J 2x STUD WALL PER ARCH PER ARCH. e ® o architects PER PLAN T.S. O PER PLAN GONG TOPPING FULL HEIGHT ° " ' !herdic deegn group . architects CONC. TOPPING 2 ROWS 10d 1319 dexter ave. n. suite 260 v, CDX PLYWOOD PER PLAN SHEATHING & ''A CDX PLYWOOD PER PLAN a 6" ..c. Seattle, wash. (206)283 -4764 CONC. TOPPING '/" BRG O. NAILING PER ° PER PLAN V4 " '/" CDX PLYWOOD 2 ROWS lCd ® " c. SHEAR WALL EA SIDE w/ T.S. COL. . Yz" CDX PLYWOOD SCHEDULE CONC - CONC TOPPING TOPPING: DECKING 2 �' m THRU PER PLAN PER PLAN ROLTS IN SHORT a DECKING PER PLAN DECKING PER PLAN SLOTTED HOLES PER PLAN 4x BLOCKING I ' V" CUR PLYWOOD /45 3 3 L WASHERS 2 -20d EA. PLANK PER PLAN c B 6 v1 I PER PLAN v.' (LOCATE BOLTS ® TYP Y A -6 ®3 o WS 10d I I u PART RIO. 1 I BO OM OF SLOTS) IPER PLAN IPER PLAN per` PER PLANI l I IPER PLANT L �i !sagas � J L EI ∎ 111/1 1, � J + i L aF E.1 s 9 nr F = �.� {>{ INN ' II xt „w, or PER PLAN n + IIf DECKING CLOSURE ANGLE H 2.5 ® AJ �. f'i it Ya PER ARCH. EA S TUD DECKING AN PER PLAN PER PL a A ' � e I I_ F E VH °S D) P l A R ' 1 ,e GLB PER ALAN 3 -i6d TO EA. STUD 4' w - 1'a” IQ EA. SIDE w/ LSTA18 STRAP f STRAP i , GLB PER 2 -45'm M . IN SHORT PER ARCH. GLB PER OVER GLB 2x LEDGER PER PLAN A �� PLAN (TYP.) SLOTTED HOLES 4" MAX. PLAN (TYP.) - SHEATHING 4 , LOCATE BOLTS ® 2x LEDGER j mo ' I 0Ir` Y t EA SIDE TYP. 3" TOP OF SLOTS (TYP.) 151 PER ARCH Vi,, y w/Y "m M.B. �" BRG It HW HANGEft GLB T.S. COL. 1 /" BRG It 1 /.5" It EA. SIDE PER PLAN TYP. V. PER PLAN II �w wFS 5/10. I 2x6 FULL HT. 4 -i6d TO consultants' T.S. COL. EACH SIDE . PER PLAN bilk GLB (TYP.) 1/4" PLYWOOD ®� SHUTLER 4 -2x6 FILLER BLOCK —1•® CONSULTING BEAM SEAT DETAIL —1111111® ENGINEERS Inc. 1300 - 114th. Avenue S.E., Suite 260 SECTION A -6 SECTION B -6 SECTION C -6 SECTION D -6 SECTION E -6 (200 450- 075 FAX: (200 450 -4076 SCALE: 17 " =1' -0" SCALE: 3/4" =1' -0" SCALE: 35 " -1' -0" SCALE: W =1' -0" SCALE: 44 " =1' -0" " CDX PLYWOOD In , • developed bye A TS 5x5x4i BRACE FACE OF STUD 2' _ STRAPS S OUTHCENTER' • ' 4I ,a.Nry 'A CAP 5 (TYP.) SHEATHING PER SHEAR WALL GOLF Inc. A wr t C O NC. T OPPING I SCHEDULE COLA T .«�,_� , STRAP EA. STRAPS 3;e' �� PER PLAN 10d a 3 "o. c. 181st Street & 57th Avenue S. SIDE 2x4 ® 24 "c.c. ,13' -6' .� 2x STUD WALL Tukwila, Washington SHEATHING ` • /" CDX �" CDX PER PLAN PER ARCH. CONC. TOPPING iJ 1/45 MIN. PLYWOOD PLYWOOD SIDING PER ARCH. DETAIL k PER PLAN GYP ' ® CONC. TOPPING 2 2 I 2 20d _ - PER '/ Ye DECKING PER PLAN PER PLAN - 4 r R rruary 19 0"'444 SPLICE EA. PLANK I PLAN toa x Bat IPER PLAN! 2x BLOCKING '/" CDX PLYWOOD SPLICE DETAIL f DECKING nacul v ' J 0 COL. PER PLAN E 10d ®3 "o.c \ 10d ® 3 "o .c 2 ROWS 16d . i 1 x. TYP. I U e TYP 16d ® 6 "o.c. MJ ' ®6'o c. 1' /n GLB PER MSTI72 STRAP 1 DECKING PER PLAN " I CONC. TOPPING elm IPER PLAN I - PLAN (TYP.) 2 -20d EA. PLANK ON SIDE AND \ i >_ IPER PLAN ® 6'o c J ® T! - - CONC. TOPPING 1 0 J . L. 2 ROWS 10d PER PLAN �� - TOP - - . . ^ t V ' CDX PLYWOOD 8 r (- 0 H2.5 PER PLAN A ttP - I 1 - _ tail; , - A35 V" CDX PLYWOOD 6 'A MSTI72 . S • • tt - y. STRAPS f 'TRAPS L IPER PLANI - i If. (rEP.) H2.5� D ECKING PER PLAN 1 C - 4x6 CONT.. IIYYW `J ,A , 011,— , I GLB PER PLAN 5, 's I it'/ x81/2 x PER PLAN TOP PLATE �I (GLB SKEWED T) 9' 6" I (/2 Yam MB. SPLICE PER 1 � It1/2x8x0' 10' COLUMN 0 SIM. t LOCATE ® TOP tI DECKING , OF SHORT SLOTS) - ��x CONTINUOUS DETAIL F i T.S. COL. w / I PER PLAN 'A' It EA. SIDE V e y 5 MIN. RIP TO REQ'D HEIGHT EACH SIDE �" BRG It TYP. % " It _ (SPLICE w / MSTI72) as iA w /3/4"m M.B. w/1/4"0 M.B. ��� (TYP.) i 6' � � 3 SHEATHING PER PLAN 1'e" IC THRO I Y— TRUSS l DETAII kk project title: ARCH. COL (TYP,) TS5x5xWs PER PLAN A35F ® 24 "o.c. I V" BRG R 2x STUD WALL 1�' BRG It , I . PER PLAN BRACE SHEATHING 1"+"1 GOLF RANGE FORS 1 T.S. COLUMN 1" • STUD WALL \ SHEATHING PER PLAN PER ARCH I''3 Yz a `T S. COLUMN la PER SHEAR �' I Typ, .1" Ve'4 MIN. I� BRG LA PLAN PER PLAN WALL. SCHED. TYP 4x6 COST. TOP �_ PLATE SPLICE W/ SHEATHING PER S O[) [I �( [ LJ [ �� [ � ( � TE W MSTI72 SHEAR WALL v J W U V SECTION F -6 SECTION G -6 SECTION H -6 SECTION J SClEDDLE SECTION K -6 1 Mf SCALE: 1/4"- SCALE: Y. " =1' -5' SCALE " =1' -0' SCALE: � " =1' -0" SCALE: 1/4" GO `L- F 9 O U V V� ' SNG PER ARCH r D;L c;L ........cp.... W/" cox PLYWOOD ((i)) DEC ] O 1D65 ^ MSTI72 STRAP ALL EDGES (TYP.) 2x6 ®24 "o. c - "'� • OVER GLB GLB ' I / • CDX PLYWOOD I L ILL'IiYO UIVICION PER CONC. TOPPING NAIL w /10d ®6 "o. K. 10d W 3"o.c. SHEATHING PER ARCH. A BLOCK ALL EDGES SIDING PER ARCH. A35 ® 24 "'o TUKWILA, WASHINGTON PER PLAN 2x6 ® 24 "o.c. A35 ® 24'0 c COL. &BEAM PLAN 4x BLOCKING /- 2 - 2x PLATES 0d 5 3"o-c. 9_ • '/" CDX PLYWOOD 4z BLOCKING tOd ®3 o.c. �'e" CDX PLYWOOD 2x BLOCKING sheet title: 2x6 ®24 "0. _ rill GLB EA SIDE / DECKING PER PLAN c SHEATHING [PER PLAN] PER PLN w i'e "CDX PLYWOOD SHEATHING FLOOR FRAMING SECTIONS %' CD% PLYWO A35 ®24 o. c. 111 I PER ARCH. 4 ` A35 - ° q HU SADDLE HANGER _ PER PLANI PER ARCH. ,ii. I. 4 2 ROWS 16d • i J I 4xBLOCKING ] ®. [VARIES] CONC. TOPPING [VARIES] [VARIES] 111111! 2x6 0 24 o c 3 . 0 l� 0 PER ARCH. -� I GONG TOPPING 2x PLATE -- . SHEATHING '/" CDX PLYWOOD I I PER PLAN 2z BLOCKING 1V CO NC. TOPPING I BUILDING PERMIT SUBMITTAL 8 -30 -95 PER ARCH. 2 ROWS 16d 2 ROWS 10d GENERAL REVISIONS 7 -12 -95 Yz" CDX PLYWOOD 1 0 DECKING PER PLAN ®6'o. c. TRUSS ® 6' o c V " CDX PLYWOOD 1 s I a BUILDING DEPT. REVISIONS 8 -23 -95 PER PLAN 2 ROWS 20 d R PLAN HW HANGER B I TRUSS PER tea• ®w °i� ®6 0 20d TRUSS PE LAN y ®6 oc 11 , PLAN (TYP.) ���� 1 PER PLAN IW fP H2.5 1,11;..... /i DECKING PER PLAN - IPER PLANI 10 'p PLANP(TYP.) TS CT ON NE6 ��I DECKING -I IPER PLANI ■ ( "c w t EA. SIDE PER PLAN viii lr��J v DE. BLOCKING. /2 Y,'m M.B. AT III ° TOP OF SHORT , GLB II SLOTTED HOLES SHEATHING SHEATHING PER I , 2 ROWS 16d ®6 "o. c. �'� \ PER PLAN j SHEAR N'ALL N f ■ ■ 0 TYP. y PER ARCH. SCHEDULE ROWS 20d ®6 "o. c. C V BRG I FULL HEIGHT G PER PLAN I DO. revisions date LB TRUSS PER PLAN LA 4x6 CONT. SPLICE TS COLUMN HW HANGER �' I OFFSET 2 -2x PLATES JOINTS v 94-32 '° PER SECT. F -6 9 PER PLAN 48" MIN, job sheet no' GLB PER PLAN 2 ROWS 10d S 6"o.c. a 2x6 (PROVIDE 3 -c. designed _ I.' 5 - GLB PER PLAN e (PROVIDE 3 -2x6 gT V °-w°g ®EA. BEAM) E ' SECTION L -6 SECTION M -6 SECTION N-6 SECTION P -6 SECTION R -66� d,; OF a E,' o SCALE: " =1' -0" SCALE: Y4 " =1' -0" SCALE TA =1'--0" SCALE: 44 " =1' -O" SCALE:,, 34 " =1' -05 ,„ 6 -30-95 8 I1m w tt n,,_... III mc iir �, .....,:' .... . _ .,e ... ... _.... _ __......._... __._...... _.......... 1 �"'T' ' ' I ' ' 'IIi rp ri� I ''Ti' u r ri � I ∎ gimping Hi F p ir rf roi pill ',t- -- - '' I IF MICROFILMED DOCUMENT IS LESS' -.. I `. rT y f ^ � ..:0 ,.M.�- 1 2 3 4 5 6 7 8 [ I ', ' -.` . ' ' . L CLEAR THAN THIS NOTICE, IT IS DUE TO STAGGER , 2z BLOCKING 5 -i6d r UPPER & LOWER / STRAP & \ J A35 EA. TRUSS L ® • _ I PLATE SPLICES I SPLICE 10d 0 ro.c, T 16d P TOENAIL o H25 26 0 24 4¢ CO% PLYWOOD. ® 6'o:c 1 O + a r c hitects EA SIDE "kA BEAM Yu' cox PLYWOOD PER PLAN] GLB J. [VARIES] 'herdic design group architects PER ? MSTALI STRAP I V' a 1 ° 1319 dexter a$ n suite 260 TRUSS PER PLAN 1,, ARCH. EACH SIDE OF NO GRID 0 SIM. y I " C t 10d' So.c. SPLICED PLATE (tt 16d TOENAIL P.) _ 6'o.c. EA. SIDE °1 li i�� U28 HANGER Seattle, ('206)283 4764 Ye" CDX PLYWOOD 2x BLOCKING o.c. BLOCK ALL EDGES • [PER PLAN] 10tl ®3 " i. ®I® 2x6 SPLICE DETAIL & NmL 2a "o c. Ae" CDX PLYWOOD • 2x BLOCKING TRUSS TRUSS PER PLAN 10d a 6' o.d. ® , rt n' 'm x isi i °� , 18 -6" ,� Al TRUSS PER w s 16d TOENAIL ` A -7 TRUSS PER PLAN a .�' U 2 ROWS ® 4 " o. c. Ail" CDX PLYWOOD / 'PERTR55 PLAN i6d.® 60. Iw�� PLAN Eb I � 9 A 1 . [PER PLAN] P ] art �f 1 J I ' ARCH. / H2.5 EACH 18' - 6' ARCHITECT e C -V 511 ➢ _ - / ,24' -0" 1�� 24' -0 /. f I, � SHEATHING mores Brina llillel i6d TOENAIL 2 ROW H2.5 EACH TRUSS 1 4 "oc. /� 0d ®3 . 2z4 BRACE ® 24 "o c. sI • A35 EACH TRUSS GLB' PER PLAN / �I_- 40 % 2z BLOCKING I'� SIDING PER ARCH. SIDING '® CLB PER; PLAN R 1 } I ' R EA. SIDE 2x6 VE _ ttP. - PER ARCH. / w/ GLB PER PLAN (ttP.) , H2.5 EACH TRUSS ®24" (TYP.) A �� 2- 3/4 M.B. 19 r i . o. /1x .W GLB PER PLAN / Y " BRG P I 2x4 DIAGONAL � � , ..' % " CDX PLYWOOD 2x4 DIAGONAL C�•� 2x4 0 24' o c. �YV ; Gl g 2x SLUG ` A35 EACH TRUSS ttP. BRACES ® E�J4�� I � BRACES ® • ( ) 4 '•11U A1+'� T.S. COLUMN I 24"''' 24'o.c. ��I ' 4 010 , 41/4, 4 i6d (ttP.) 7n ioxee I PER PLAN 2 ROWS 10d I 2 -2x CONTINUOUS 1 4 —i6d (TOP.) ) SPLICE PER DETAIL P , �I� ' µ +I I�. 2x6 0 24 .c. consultants 2x4 0 24 "o.c. SHEATHING & I •i i l i 5 ';� V ! 2x4 ®24 0.0. ® ®® SHUTLER I NAILING PER 3 -16d (ttP.) SHEAR WALL 2x6 a 24 ° o.c. SCHEDULE J. PER ARCH. I � _ —� `� . , ' . a ®® CONSULTING Y 4PER/ARCH. ®® ® ENGINEERS Inc. PER ARCH. PER ARCH. 1300-114th Avenue . SW., Suite 250 SECTION A -7 SECTION B -7 SECTION C -7 SECTION D -7 SECTION E -7 (206) < o- 0'0 F (206) 460 -4076 SCALE. Y " =1' -0" SCALE: Y " =1' -0" SCALE. Y " -1' -0' SCALE: Y" =1' -0" SCALE: a4 " =1' -G STAGGER developed by: ' IUPPER.& LOWER STRAP & .'PLATE SPLICES 1 SPUCE I CDX Avenue S. hin ttP. U It" 11/2- yi _ I .u.' '� ®:CONTINUOUS �OVTHCEN TER' • 'tt TRUSS PER d: COL. MSTAl2 STRAP '.TOP PLATES GOLF Ifl ¢ EACH SIDE OF .SPLICE PER C P xo.c. 2 ROWS GLB PER PLAN o PLAN (BEYOND) PER PLAN IIl w/HW HANGER SPLICED PLATE' DETAIL 181st Street & 67SF1 As" cox O TOP HEADE T u kwila, Was I. • 24 24 " PLYW000 FLANGE) G -7 SPLICE DET AIL, PEP PLAN I .I Af" CDX _ _ —_ J, [VARIES] U' L Y - -__ ® - ___- .____._�.. PLYWOOD FACE OF STUD D _ DETAIL f E 7 ® rv1 � I. ` G -7 j r I I1 od ® fius If 3 SIDES BEAM & O DETAIL ®HEADER A35 EACH 2 ROWS L -- 24' -0 — PER PLAN D T. I 165 ®hoc. I .24' -0' .. l i r "----' 1 r "----' 1 r - 2 BLKG V'e" , - 1E6-6 s _ ,Y i '', _ — _- x PLYWOOD I� Q - A o ---- , ME W BR G �� 6d TOENAIL GLB �i4 / r __. TRUSS III ������ r5 +/i" BRG R. � PER PLAN sw _ " ttP.) DRAG STRUT DRAG STRUT X 24 -0" I i �If� ' ___ PER PLAN ( 4 1 I 'VIA Mn PER PLAN i7 • O PER 2 P Ys M.B II _ SHEATHING 22' 0" PER ARCH. ' CDX PLYWOOD t T IEVxx9hx1' 0' Vx" IE EAC SID � 11m , EACH SIDE w /10d I Ye �a ^Ni ttP /2 Y "o M B T.S. COLUMN / W FE. EACH SIDE 10d 0 3 "o.c. ®6 "o c ALL EDGES 3s' IC `� (LO CATE ®TOP PER PLAN " TRUSS 4 M.B. & INTERMEDIATE THRU COL. OF SHORT SLOTS) 2 -2x4 DF//2 III PER PLAN fit II w /Y' " I FRAMING. BLOCK PERT APLICE - - w/ ALL EDGES . PER DETAIL H2,5 V E Y 0 M.B. Vi BRG IC PER PLAN 1° TSSxSx4i BRACE 2x4 0 24 a.c. project title: (TYP.) - DRAG STRUT PER PLAN 1" CAP IP SHEATHING & PLYWOOD SHEATHING STEEL COL. A" SIDING PER PER SECTION J -6 PER PLAN ARCH. PROPOSED GOLF RANGE':FOR SOUTHHCEN1Ei' SECTION F -7 SECTION G -7 SECTION H -7 SECTION J -7 SECTION K -7 O O O V V" SCALE: Y" -1' -0" SCALE Y" -1' -0" SCALE: Y " -1' -0" SCALE: Y " =V -0" SCALE: � =1 -0" CITY O K'NILI F TU 9 o APPROVED ,�%/��R DEC 18 1 Y" C PLYWOOD st:15.-(:),D,,,,D,i E59 5 _O ASJLD Q 5 "'I 2x4 FLAT 0 46 PER TUKWILA ISION J, [VARIES] { PLYWOOD —� i 0 WALL A. 4'e CDX PLYWOOD 'Ye CDX PLYWOOD COLS PLAN PER I Y TRUSS PER PLAN \VI sheet tit le' 10d 0 3"o.c. .. t @e ARIESI oa W 3 °0.. 204 FLAT 0 240.0. 2x BLOCKING ROOF FRAMING SECTIONS v Dg "PER PLAN A35 PER SYe" CDX —s _ 0: - ttP. `o - - J,[PER PLAN] 10d 0 3 "3 .c. 7 A 2x OVERBUILD 2x SLAG PLYWOOD �[[ 2x4 0 24 " 0.c. PER PLAN TRUS [ PER PLAN]... Vx ' CDX PLYWOOD PLAN 16d TOENAIL 2 -16d JJ,, TR USS PER PLAN q 24 - 0 ill U ®4 °o.c, ' If EA. SIDE w/ 3 Ys" CDX Y "0 M.B. BUILDING PERMIT SUBMITTAL 6 -30 -95 E PLYWOOD 16d TOENAIL [PER PLAN] 6t° CDX PLYWOOD TRUSS PER PLAN ' TOE NAILS A' 10d ® 6 "o:c. iA 7 j IL GENERAL REVISIONS 7 -12 -95 ® "4 �N - 1/4" BRG. IC I\ fiUDINb ' OEPf, REVISION E f S ^25 . . Y VCEILAULTED ,/ l' IrRa'�: I_ / J _ ING 2.5 ms s - 1. ® GABLE END mO� 71 - J, (VARIES) VARIES I I r° TRUSS .,.al '. a I I ,-4 ®�°- , SLOPED BOTTOM I SHEATHING `60 H l i ! ii1 lI CHORD 0 SIM. PER ARCH GLB PER PLAN o '' 24' -p \�.� Q, ® V " CDX PLYWOOD I H2.5 . 2 -2x PLATES 3 SIDES ', E TS COL. PER PLAN II /10d 0 6'o.c. I SHEATHING & OFFSET JOINTS. ALL EDGES I NAILING PER 48' MIN. U O ORB PER ARCH. 2 -2x PLATES S pB TRUSS TRUSS PER PLAN OFFSET NJOINTS SCHEDULE CHEDULE 208 ®'12 "o0 n -° PER PLAN o 2x w / 2 -16d SIDING PER ® EACH VERT. 'GLBPER PLAN .GLB PER PLAN ARCH. 2x6 STUD WALL s GABLE , BALANCE PER 110. feVIBIODB tlete t END TRUSS I SECTION A -7 I :. 94 -32 911eet rlo deog11ed BT s,7 A SECTION L -7. SECTION M -7 SECTION N -7 SECTION P -7 SECTION R -7 dat OF SCALE: Y' =1' -0' - �� L � '•M•' 1 TTN� 2 3 4 5 e 7 _ el I i I,. --- r -�..k- 1 , ' �, CLEAR THANT NTIS IT IS LESS ". I' III II IIIII I��.I. 11� mTm�nl ��L�� [�TI7 T] Tr]`I �]r�m m]1I I , F I O O I i AA':. I, "'" • FACE OF WALL, MULLION • 2x6 FA. SIDE P R � ❑ arch 10d 0 3 "o.c. A CH. • 4 IVARIESI A35 (TYP) linardic design group . architects 1319 dexter ave. n. suite 260 ' '®N IA GLB MULLION 3 -2x6 - Seattle, wash. (206)283-4764 2z4 FLAT ® 48 "o.c. 7 I ___ CEILING PER PLAN 2 -2x6 8 -16d 3/4"0 THREADED EACH SIDE 2x6 w/ 'U' TS COLUMN A �� PER PLAN STUD ®2 SIDING PER ARCH.� I I HANGERS (TYP.) GLB HEADER I WELDED TO COL ::: PER PAN `U •. CDX PLYWOOD I 2x4 ®24 c �- CONC. SLAB /10d ® 6"o.c. I GLB MULLION ALL EDGES 2 ROWS 16d PER PLAN PER ARCH. 1" LEVELING PER PLAN o, c ac a. Kc Il` u r , GROUT , II 10d 0 3o.c. HA35 2.5 IYP O' " p 55" CDX PLYWOOD 64 24 " 2 -2x6 �, 0 o c 2x6 0 24 "o.c II 9 p� • Y 4 [VARIES] PER ARCH. I Y Mils, ' - y 4" OV jA,A_ _ _ I II 1 4 dd � S 2x6 TOTAL J (PER PLAN) . - -:_ S � MULL BETWEEN 1177; 2x6 S 24 "o.c . 7 CEILING I 11 1 ,1 VERT. d ( VARIES /II I' MULLION GLB 2x6 .l II ,', III (� t 4 ' II I TRUSS PER PLAN 578 x9 GLB GLB HEADER - a V e / / � s4' p 3 • 5F.0± Vz " CDX PLYWOOD HEADER PER PLAN 4 R +x5x0 -10" w DOUBLE TRUSS a 2 -� '0 ANCHOR BOLTS J" PER ARCH 5 2z6 TOTAL d A (EMBED 10") ( - E,,II1 .,a Y CONT. BETWEEN To ._ 2 . 6 VERT GLB �� PER ARCH. Vz " CDX PLYWOOD MULLION 2 GRADE BEAM consultants : wpod ® 6"o.c. PER SECTION A -1 ALL EDGES 5'/a x71/2 GLB illIdliiiiii SHUTLER PE� I:'„ B_6 HEADER ® (._ ,CONSULTING R."---- SLAZING ® ®® ENGINEERS Inc. SECTION A -8 PER ARCH. B -8 SECTION C -8 Bellevue, Me A 1800 -114u1 Avenue S.B., Bette 250 Worthington ) 450 -4075 PA 450 (208) X: (20) 450 -4078 SCALE: " =1' -0" SCALE. 55 " =1' -0" SCALE: 3/4" =1' -O" n developed by: • Q " ? .. BALANCE PER TS COL SOUTHCENTER GOLF Inc SECT. A -6 & B -6 PER PLAN STRAPS :II)L1 v eRC 2 151st Street & 57th Avenue S. Tukwila, Washington Ma" CDX PLYWOOD It Ue x8x1' -4" II TRUSS PER PLAN TYP. i EA. SIDE w/ 2- LSTA18 STRAPS 2- M"0 M.B. (TYP.) 2x BLOCKING "z8" KNIFE Ft w/ DET•IL I 1'IA IQ' /4x3 w /2- N -7 2 -44 "0 M.B. .. nP "9 M.B. 2 EA. __.. 2 -2x CONT. PLATES (SIRS COLUMN) + DO NOT SPLICE PER PLAN SIDE, 4 TOTAL) 24' -0" MLA _ I \ - i I ,L � I I /1 Y __ __ 1V2 ' , _ ____ PLAN I P• r S _ r m OEf... GLB _ c' 1 - PER PLAN GLB PER PLAN - _ __ 11L �I H2.5 EACH TRU ! ! -- I ` —oI 2 -H2.5 ((I) EA SIDE) �- __ 'h' KNIFE w/ GLB PER PLAN , .. BRG B • 55 '0 M.B. (TYP.) (TYP.) ,, r ItS'ek4x0 -4 (TYP R.;' x6 ( TYP.) 1 0 5 roject - I 95 -0 S. COL. p 1 (1m ") ,A (TY P.) 4z "x0' -10" P ER PLAN title: J.:. (TYP.) PER PLAN PROPOSED GOLF RANGE FOR. A SOUTC=OOENTER SECTION F -8 SECTION J -8 SECTION K -8 [� SCALE: 3/4" =1' -0" SCALE: 3/4" =1' -0" SCALE: 45 " =1' -0" � �(� ��N'NILA4 11N C. o 9_21.41,1,,j_17/— APPROVED PER PLAN TRUSS PER PLAN ¢ TS COL. DEC 1 8 1 8 9 5 PER PLAN & BEAMS ¢ TS COL. & _ PPER AS L61..D • COL. ¢ COL - BEAM BEYOND LAN • _ _ PER PLAN PER PLA ®1 N GLB PER PLAN GLB PER PLAN BUILD DIVISION 3 ? 1 IIII .__..._ EA. SIDE w/ DPP. SIDE w/ I ® 8'- 6 "8' -6" HW HANGER HW HANGER ¢ STRAP (OFFSET TOP FLANGE) TUKWILA, WASHINGTON TRUSS 11/2" CONE. sheet tlfle' 8 `e I PER PLAN 2- MSTA36 STRAPS TOPPING GONG PER PLAN TOPPING v„ w/2-7,4"0 'h" CDX PLYWOOD 9 " IE EA. SIDE V" CDX PLYWOOD ROOF FRAMING SECTIONS & 6L I — — _ w/2 -"0 M.B. 2x6 0 24 ° 0.<. FLOOR FRAMING SECTIONS c (TYP.) � � L_8 IPER. PLAN ' PER PLAN _ GLB 4 _ i PER PLAN PER PLAN II • DECKING ? • L� DECKING BUILDING PERMIT SUBMITTAL 6 -30 -95 .. BEAM SEAT PER Il PER PLAN E I � Ao I � PER PLAN n GENERAL REVISIONS 7 -12 -95 5• IPER PLAN. I I i SECTION A -6 " A BUILDING DEPT. REVISIONS 8 -23 -95 � DO NOT i fi I PER PLAN NT BEAM SEAT PER 2 -2x CONT. PLATES SECTION A -6 DO NOT SPLICE 4 �` a 9I e� SHEATHING 2 -2x CONT 2 -2x PLATES PE PL A N .� PER ARCH. DO NOT SPLICE TS COL - - -- N IIIIII BE AM GLB PER SE PLAN PER _ SECTION K -6 __ TS COL. . GLB PER Y� I� PER PLAN PER PLAN PLAN (TYP.) F A GLB A4ex5x0 -8" w/ PER PLAN 3/4 M.B. BEAM SEAT PER SECTION L - no revisions date TS COL. 94 - 32 w E - BEAM SEAT PER job no sheet nos SECTION G - 6 PER PLAN d1 I designed BT S-8 SECTION L -8 SECTION . M -8 SECTION N -8 SECTION P -8 SECTION R -8 checked P p< SCALE: '' /z " =1' -0" - SCALE: vp " =1' -0" SCALE: 3'+ " =1' -O" SCALE: "�i' -0" dates 6 - 30 - 9 5. e o SCALE. Y " =t . -0 " � , •,•,m ,ww-,nx m'wxuw,rrx. ::..w,w,.a _ _.....� ., .,,.. ._"...» ...,w.m m..= ,.,. ...»... "..� ®..».,,m,.,.w.,",,.,. ,, ., .,.�.,",�...�.�,.,m,• +- e..ew... 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LL - + - _ - _ _ _ _ _ _ _\ - S 25'01'32" W 1578.1' - _ _ - _ _ _ _ _ _+ _ Z W ID SPACES a 474 3/4': CC. FILE COPY V — - SENARAIL NEHMI` 4 _ 8DP -0' _. __ REQUIRED_FOR:1 I undr _ . : •a Ilan cn - LL ( 1 U 0 plan Co rot authorise l Na vi c. J L'AL ac,p:cd cod r rd pt of ore 0 O J g fl P n PLUMBING copy d agProy Pane O9pleYAeP9 V -- C'.3 PIPING B ((� 10 ' N PALE / NET PLAN CP I Data 3(2//96 — BUiLCUiNG DIVISION R (y G� Permit No. V /`-II / - O_ SITE LOCATION: D 2D ® D Z 181st STREET & 57th AVENUE SOUTX SCALE: 1 " =40 f _ SUPPORT POLE NUMBER REVISIONS Q TUKWILA, WASHINGTON NOTES: 1. NUMBER DESIGNATIONS DENOTED BY CITY OF TUI(WILA NO CHANGES SHALL N APPROVED THE SCOPE MADE ! 3 OF WORK WITHOUT PRIRI OR a ELEVATION REFERENCE TO FINISHED GRADE APPROVAL OF TUKWILA BUILDING DIVISION. SITE STATISTICS: SUPPORT POLE NET HEIGHT ABOVE STS ADJACENT FINISHED GRAD@ TE: REVISIONS WILL REQUIRE A W PLAN SUBMIUAL MAR rvO NE AND MAr D: LODE ,ITI,LAL Pwry P -oIEW PE PROJECT DESCRIPTION .... DRIVING RANGE POLE & NETTING CONSTRUCTION 2. ELEVATIONS OF NET AND POLES SUPPLIED BY OWNER /ARCHITECT'S DRAWINGS. A$ NUILU UJ ZONING R -A 3. VERIFY ALL POLE AND NET DIMENSIONS WITH PROPERTY LINE CONTRACT DRAWINGS 0 LDING DI Z PROVIDED BY ARCHITECT AND CIVIL ENGINEER TYPE OF U8E PUBLIC GOLF RANGE FACILITY \ TYPE OF OCCUPANCY B 2 \ \ 1 \ , e B IADIh AT W PROJECT TEAM: J OWNER SOUTHCENTER GOLF, INC. 0 CI ® 0 W c/o MR. CHRIS BENNETT 8250 185th AVENUE N.E. E200 THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE R iL REDMOND, WA 98052 FOLLOWING ORDINANCES SITE 12081 881 - 7484 y � A STRUCTURAL PER UNIFORM BUILDING GORE 4 R BUILDING CODE 44 PROJECT 95083 STRUCTURAL ENGINEER P & B X 38 5 &ENGINEERING, INC. J.ATIONs ❑ NONSTPUCTUPAL PCP UNIT P.O. EV1c 2861 ❑ - BELLE WE, 98009 �" DATE 1/3/98 (208) 482.95655 8 IPHONEI THE APPUCnrvT Is RLSPCNJ'L'.B FcR coNFOnnIANCE wRH Au 12081 482.79n (FAX) APPLICABLE ORDINANCES SUBJECT TO PEOUiREMENTS AND DRAWN NH CONTACT: JIM TRUEBLOOD INTERPRETATIONS OP THE GOVERNING AUTHORITY. $ $ CHKD. JI' 0000 2. - 2396 p.a0 3.1.900 N : SHEET DRAWING INDEX: g S1 TITLE BXEET / DRIVING RANGE PERIMETER POLE & NETTING PLAN gECEIVEO 1 82 POLE &NETTING ELEVATIONS & DEYAILB ® ®' /// F EB 1 o f 6 TurcwILA R E r E I V 1996 FEB 2 3 1996 E D VICINITY MAP F S 89 PLACEMENT ORIENTATION PLANE, DETAILS 6 GENERAL NOTES 5 �` PERMIT CENTER N 7 8 ROBERT FOSSA111 ASSOC. 9 =089 -SI I OF I 3 Ttry �/ _ CLEAR THAN TNIS NOTICE, `e u,"0, 1 P � 4 6 7 e � ' I / ' � A ' - , '` k ° THE TMEDODOCUMENT IS LESS 'l I ' � ` IT IS DUE TO NAL DOCUMENT • • • 3/41 (ANTI SPLITI GALV. , ' THRU BOLT W/ 4' SQ. CURVED WASHER • TOP 3/4'1 (ANTI SPLIT) BOLT GALV. WOOD POLE SCHEDULE OF POLES ONLY W/ 1/4' SO. CURVED WASHERS -, ' • DOWN GUT (DAL LOCATIONS 3/4'1 THIMBLEYE NUT EA SIDE HT ABOVE DEPTH OF DOWN GUT DOWN GUY . `■.,`;RI, f 3/4'1 BOLT W/ THIMBLEYE POLE NO. REO'D 0 ROOD 0 TOTAL OTAL N HT PIN. GRADE EMBEDMENT 11111 c NUT (SEE DETAIL 0/031 TOP CABLE CNTR CABLE OP POLE 1/21 17 STRAND) STEEL 10'•0'4..1 10'•0'4..: ELEVATIONS I SEE ELEVATIONS i1 50' 14' YES YES 64' GALV. HIGH STRENGTH REFORMED DEADEND CABLE CLOVE HITCH • ' Woo FROM ' I GUY WIRE TOP. CENTER. /� GRIPS • EA END OP DOWN GUY a b 3/8'1 PERIMETER ROPE TO 12 8 13 50' 14' NO NO 64' IV final & BOTTOM OF POLES + / ? ^ 2'1 (7 STRAND) GUY WIRE PROVIDE 1 PT WIDE GRAVEL 04 50' S' NO NO 85' D - t• �.I =._ LLfL --- LI M OW STRIP. CENTERED UNDER 41 I' I -�,' I ♦' ♦��- - J ' I'I`i'.� NET AS CONTRACTOR OPTION 05 583' f7' NO NO 75.3' UT w 9 r' ♦♦ 0• 3•14 !B 88.8' 1B' NO NO 64.8' ♦� ♦♦ ` l 1/2'0 17 STRAND) HIGH STRENGTH ♦w � ♦ ♦♦ ♦ ♦ ♦♦� � M� ♦ ♦ �♦�♦ ♦ � ♦ ♦ ,0 ` STEEL GALV. GUY WIRE PER PLANS ♦♦�♦ A�I �} y� ♦ ♦,♦� J �A �� ♦ ♦ i7 - }10 75 20' E NO 05' PERIMETER I J d ELEVATIONS �♦ •♦•• Alt ♦ ♦� ♦ �` • ♦ ' ♦•* • " ,,•��2► !11 75' 20' TES YES OS' CORD ♦� 4� �Ilf� *AS ♦i y Oi ♦O ATTACHMENT � , / ♦ 0 ♦I li : � ����' 3 /BY. BORDER ROPE BY OTHERS ♦ ♦' : :. ♦♦ 4 11 ♦♦♦ 112 - f16 75' 20' NO NO O6' CC 0 J "4 � I ♦o ♦ j♦♦ ♦ 0 ALL NET PERIMETERS � _ i17 888' 1B' NO NO 84.6' INSTALL PREFORMED •� DEADEND CABLE GRIPS I ♦ 41` ♦ ♦ � 14 SIDES) BETWEEN E l - -- - wow 118 583' °o ♦♦'♦♦� 9 �'� i �� r� 17' NO NO 75. w o '.. ♦♦ 1 WOOD POLES _ 3' {L00 EA THIMBLEYELET EA ,!. ` �SI�I R =11 I ')•, I(= - � „ „ •m -TIP' ui °! S 0 U f19 50' 14' YES YES 84' DETAIL "el" NETTING BY WAY TO PREVENT I R L I �^ OTHERS CABLE SLIDING ATTACHMENT OF NET N, - 1/2'S I7 STRAND) HIGH STRENGTH 120 - i24 50 HI NO NO 64' w • m m BY OTHERS I WIRE CABLE 125 50' 14' TES YES 64' °ow • A w z ' \ DETAIL "a2" ^ -UN • CABLE THRU THREADED f26 00.0' 75' NO NO 76.3' °w�_ ° _ r9 Z '6 li i �t ( 9 /BY PERIMETER NET Al OR WELDED EYELETS mv �_ I 1111111 ROPE ATTACHMENT TO ! 7b8' 17' NO NO 09.6' W W 1/4' (7 STRAND) UTILITY CABLE BY OTHERS SINGLE HELIX STEEL CHANCE 128 - f40 00' 25' NO NO 115' 0 • GRADE GUY WIRE ALONG ANCHOR OR APPROVED EQUAL I 1 f � 1 EA WOOD POLE )VERTICALLY) #41 80' 22' NO NO 102' '5 Z 0 ANCHOR O FOR BOTTOM WOOD NETTING SUPPORT POLES HORIZ. WIRE ANCHOR [SEE !42 70.5' 20' NO NO 00.5' `� 1 j + t / 1.000 lb ANCHOR CAPACITY µ3 01' 18' NO NO 70' _..,C 111 (SEE PLANS I. ELEVATIONS) 5/8Y GALV. X 4'LONG ELEVATIONS) m W / 7/4'1 v STRAND) //)�� EYELET • 10'- 0'o.c. VERY. CLASS 1 TIMBER `\ / UTILITY GRADE I I'I ( PREFORMED DEADEND CABLE WOOD NETTING SUPPORT POLES 044 50' 14' YES YES ep' SUPPORT POLES \ 1\ \ OUY WIRE X11 I1 j GRIPS • EA END OF DOWN GUY (SEE PLAN 6 ELEVATIONS) 4 .---.' GALV. BOLTS W/ / SECTION / SECTION / WOOD POLE SCHEDULE L,_ : 1 _ � � / I I \ 8 ELEVATIONS STRAND) HIGH STRENGTH sa 3/4 • 3.0• S3 — 3/4• • TO" J STEEL GALV. GUY WIRE PER PLANS E d ELEVATIONS TOTAL LENGTH OF POLE \- ■ . \\ / / I I I POLES, !1 OPP 6 144 I I POLES, 02 - 010 I . \All l I 1 POLE HT. ABOVE PIN. GRADE EMBEDMENT DEFTER i 4',,P• ; I I T THIMBLEYE NUT ' i • °� ; ``' ✓ 3/4 I S '1 — T %�' '"1:'�% THIMBLEYE NUT ON NET I I 1/21 (7 STRAND) ( / I \ WOOD POLE TIMBER NE � w; ? ,� STEEL GALV. HIGH NETTING 6 CABLE WOOD POLE SUPPORT POLL TTING 1 'b W' ti SIDE W/ CURVED WASHERS TOP, CENTER d BOTTOM STRENGTH GUT WIRE PREFORMED DEADEND /.� +' - \ p, SYSTEM 1 41•.r, ,���L E • OF POLES TOP. CENTER. 6 CABLE GRIPS EA Il ! '' • `0 G ZS F// BOTTOM OF POLES - -- -' SIDE TO CARL[ TO ,l1, • P �∎� I , '� ���� ��I���� I�� - - -_ __ -_ NETTING d CABLE � \ - •I'0 -- tE ;:. i PR / TIP DIAMETER )TYP ALL CONNECTIONS SYST • i 2 WRAP CLOVE HITCH - - )ASSUMED 10's( DOWN OUY _ „ \/ ^) (SEE PLAN( 1/4'1 17 STRAND) �•F /�/� THIMBLEYE NUT W Z /// UTILITY GRADE ® �/ GG// 1 111 I / ) ( ,• GUY WIRE PLAN VIEW PLAN VIEW POLE BUTT DIAMETER TABLE (15 / / E P HEIGHT ABOVE FIN GRADE 0 ADJACENT )MAT FINISHED E GRAD Z LL / DETAIL / DETAIL Q J S3 1 1 yr • r -0 S3 1 v2• • T -0 00 FT 24.5" Cr I POLE, III I THIMBLEYE NUT 1I / I POLES #12 - 178 I 80 FT 20' O • I /{}//. 76.6 PT 22" '1� ( / 5/81 X 4' LONG CHANCE STEEL HELICA e DOWN LAN \ v � LAGS • 10' VERT. GROUND LEVEL (TYP( r GUY i I I GALV. 2'e EYELET ANCHORS 0 DOWN GUY = IS @E PLAN[ 75 FT 22" Z O CC re ( \ 70.5 PT 21.5" W if l i I A ON CENTER PREFORMED DEADEND \ . �W000 POLE LL ) ' r z CABLE GRIPS EA ,,,,,\,,t. \ \ 66.8 FT 21" � _ 25.000 lb MIN. P N TO T SLIDING CABLE TO CAPACITY _ PREVENT . \ 3 PT 205 Z / I ) 2 WRAP CLOVE HITCH I H _ THIMBLEYE NUT )TYP ALL CONNECTIONS) UJ 1 'i A IL, IT \ SYSTEM d CABLE il ` r \ SYSTEM 683 PT 20 ® ,- NETTING d CABLE 81 PT 20 1 LL Z VON 17 STRAND) \\ p WOOD POLE ` 60 Pi 10" J STEEL GALV. HIGH ■ 0 [ STRENGTH GUT WIRE AT • �e� THIMBLEYE NUT NO CLASS 1 POLES GOVERN OVER THE POLE BUTT DIAMETER TABLE. O I. -.now TOP. CENTER. S. BOTTOM OF POLES PLAN VIEW PLAN VIEW (f 0 \, VISQUEEN WRAP POLE B SECTION G DETAIL /83 DETAIL POLE LAYOUT CO CONCRETE COLLAR 0 j /(,/(' OR APPROVED EQUAL S3 3/P • 0•0` S3 1 t/T . 1' -0` 1 1/2 . T•6 TOP OF POLES ITYPI ) )1\ 0 CONC COLLAR / -(2) 04 TOP I POLE. 010 I THIMBLEYE NUT 1 I POLES #20 - f24 - SLOPE 1' 3 - EA WAY CITY OF TUKWILA ■ _ 1%• ff f • .i r 5 •PE I•. APPROVED RENEWING GENERAL NOTE RENEWING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 U) ::1--- .L I ' ' �• '° 7 s j � � (SEE CODE: UNIFORM BUILDING CODE -- 1994 EDITION MAR 0 7 1996 (Ip60,000 pelt EXCEPT ALL d4 SLAB DOWELS SHALL BE GRADE 40 (fr40,000 LU I / / / ^ ► PRE FORMED DEADEND ALL ASTM's CALLED OUT ARE TO BE THE LATEST EDITION psi). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -7 MINIMUM 11 -1 „ • ° E THIMBLEYE NUT / � CABLE GRIPS EA , / / / / � / AS NO UNLESS RN NOTED O7HERWISE. CORNER BARS 1 7 B ND) W[LL "ACT BE NUAL OF FOR ALL 1 - " __ / , / SIDE T O CABLE T O / //�, LI1£ LOADS HOIZOTAL REINF. DETAIL FORC IK ACCORDANCE W17H MANUAL OF ST Q • ' I r I 1 m n ”' PREVENT SLIDING - �� o t l l WIND 80 MPH, EXPOSURE • "B" BUILDING DIVISI N PRACTICE OF DETAILING REINFORCED CONCRETE LNG HOOKS ". WQDED WIRE FABRIC 11 - I 1 I� � e NETTING d CABLE )TYP ALL CONNECTIONS) �''I��% SEISMIC ZONE ... 3 ( ) CONFORM WITH AMA A185. REINFORCING HOOKS TO COMPLY WITH STANDARD Z 1F I >-.1 ' J4 / ' I \ E. 0 SYSTEM /� • ' F 0 1 ` 1 i ' �� A NOOKS. FOUNDATION )- F • ,1 I I 1 1 ffI� `� - 1 FOUNDATION DESIGN WAS BASED UPON SOILS REPORT N0. 3195414 BY GEOTECH CONSULTANTS, INC. UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: I W /) I Far � t1II, WOOD POLE DATED DECEMBER 5, 1995. THE FOLLOWING VALUES WERE USED: I I u • \: THIMBLEYE NUT WOOD POLE BOTTFORMED PADS SU ACES WEATHER & EARTH FACE 1 2 INCHES F ... E ... V 3 • I LATERAL EARTH PRESSURE:.... 50 PCF EQUIVALENT FLUID PRESSURE (ACTIVE - RESTRAINED) T FLUID PRESSURE ACTIVE - UNRESTRAIN f i <' •0' SQ. TOP COLL.- ( Ep) ..INTERIOR FACE 3 4 INCHES U) NETTING d CABLE 58 PCF EQUIVALENT POUR DIAG•NAL TO 33_ w SYSTEM 150 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) ... EARTH FACE 1 1/2 INCHES (15 BARS 0 SMALLER) J c w 4p,;•-• . •41 NET LINE) SEE PLAN P'' p��r UNDISTURBED /)TYP. -LL POLES) 1 ti-•Z]o PLAN VIEW PLAN VIEW BEARING PRESSURE. 1,000 PSF ANCHORS AND PEE BOLT HARDWARE Q o NATIVE SOIL •— UNDISTURBED w NATIVE SOIL OR ALL S ANCHORS PER CHANCE OR APPROVED EQUAL ALL TIMBER POLE STEEL BOLT I w ; OR C.D.F. J K COEFFICIENT OF FRICTION:.... 0.42 HARDWARE PER THE CHANCE COMPANY OR APPROVED EQUAL I BACKFILL o JZ•, I I 111•:•a.11 C.D.F. BACKFILL S3 DETAIL 1 1/3• 1'•0• $3 DETAIL 1 1 /2' • 1' -0• ALL BOTTOM OF EXTERIOR I' . Ai PADS SHALL BE A MINIMUM OF -A" BELOW FINISH GRADE. NETTING CABLE Q IS 4° w 8 Id 4•�• • % ( '\ Ii''.. eBA i I POLE 125 I I POLES, 128 143 I MAXIMUM RY DENSITY UNDISTURBED 1557 AS RECOMMENDED N SOILS REPORT. CONTRACTOR ALL CABLE PER CALSIRAND OR APPROVED EQUAL W o w Y � CABLE GRADE COMMON, SLEMENS- MARTIN, HIGH STRENGTH, EXTRA HIGH STRENGTH 1 THIMBLEYE NUT SHALL PROVIDE PERMANENT POSITIVE DRAINAGE OF PAD PERIMETER. ALL SITE PREPARATION UTILITY GRADE -CLASS A. B. R IFICA[ONS A -475 AND A -363. C. A51M SPEC I, ^\ NEW TREATED WOOD AND GRADING SHALL BE ORE IN ACCORDANCE WITH SOILS REPORT. AND UTILI l 1 NET POLES (SEE �1� o r � SCHED FOR REQUIRED e - - .j ice__ - -.. _ WOOD NETTING PEES GOLF NETTING PROJECT 05083 DIAMETER FOR MAX. _ NETTING SHALL BE SUPPORTED ON DOUGLAS FIR TIMBER POLES HAVING A FINISHED GRADE GOLF NETTING AND ITS ATTACHMENT TO THE SPECIFIED CABLES BY OTHERS. HEIGHT WOOD POLE e' DIAMETER PER SCHEDULE. SETTING CRITERIA SHALL BE AS SPECIFIED BY THE DETAILS. DATE I %3/88 POLES SHALL MEET THE QUALITY REQUIREMENTS R ANSI FR HEAVY TIMBER POLES ANO SHALL 6 /e' MINUS COMPACTED NETTING 6 CABLE ' NETTING 6 CABLE BE PRESSURE TREATED BELOW GRADE IN ACCOR WI1H THE REQUIREMENTS OF AWPA SPECIAL CONDIRONS DRAWN NH i CRUSHED ROCK IF SYSTEM 1 CRIRACTR SHALL VER ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE HOLE STANDS WITHOUT SYSTEM STANDARDS C3. MINIMUM POLE DIAMETERS AT FINISH RADE SHALL BE PN WOOD POLE SCHEDULE. SHORING AND BflACINC R ALL SIRUCNAAL MEMBERS DURING CONSTRUCTION. CRIRACTR CHKD. JT R SLOUGHING OR C.D.F. THIMBLEYE NUT PREFORMED DEADEND SUBRADE PREPARATION, DRAINAGE PROVISIONS. AND OTHER REI -EVENT SOIL CONSIDERATIONS SHALL NOTIFY ENGINEER OF AUG. FIELD CHANCES PRIOR TO INSTALLATION. F�tSC' ]P SLOUGHING OCCURS CABLE OR1P8 EA 1 SHALL BE IN ACCRDANCE WTTH SAID SOILS REPRT. SHEET DURING CONSTRUCTION SIDE TO CABLE TO RECEIVED DOWN GUY FFR 2OETE fl TAI 8 n o: o o:•o:•o: o'. • (SEE PLAN) PREVENT SLIDING - VIP ALL CONNECTIONS) �` WOOD POLE MIXING AND PLACING Y342000 PSI (UNINSPECTE FR ALL PAD COLLARS Crtv OF TUICWIIA o E; off �H S $ �$ � ' �'T 1, R ALL CONCRETE AND SELECTION R MATERIALS SHALL BE IN FEB 2 3 1996 FEB 1 6 1996 I I THIMBLEYE NUT ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTIONS OF AGGREGATE TO CEMENT / WOOD POLE BUTT DIAMETER 6 I. I SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 3" MAXIMUM SLUMP WHIR CAN ADBERT FOSSAITI S 3 PLUS 8'1 PLAN VIEW PLAN VIEW BE PLACED WI ASSOC. P ERMIT CENTER ' 95083 -53 ` WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. I Asa SECTION 3/4" ,, Lsa DETAIL , ,,,., ,,. M sa DETAIL 1/ 2 " T GENERAL NOTES OF 3 • „ Ill ) I II II L,LY.i l_T: .mm1 I II(rfr(r1 r�Tli llil l ih." 11111 I inTIT[rpripirpi iii „ w "b ,•m•.•• 1 I 2 3 4 I ' I 5 6 7 E m. w ) A ,v ” I � IF THIS MICROFILMED DOCUMENT IS LES I : ;'.CLEAR THAN THIS NOTICE, IT IS DUE TO , .,.,„.. PLANT LIST , . ik . architects .....-- LOG. ,C90, ?c / yrrey A/61(21._-._ -15 0"; b e r e at e n s c e h d er d NOTES 1 sUbgrades,' incinding berme. to within 1/10th feet provided by general contractor uniets otheniase noted. ..b.oss s li44 1 ,00 PF P bt r oTte e n ths b e r a e s n ' c d h:S 'd • ../..'. Ilnardlo design group . architects 4- 0 Subgrade shall be scarified or rototilled if condi i ''''..'..i, 1310 dexter ave. n suite 2490 4 4. ..4 16 gauge steel wire ! 3, ' 4 . ne i l r a% tops,oil ill all. - plaTitIllg are 1. b , .. ._ ---- . seethe, WA. 06100 (200)203-4764 ID franus Cer4Crfera ' ilefruprrr' / F/& 71(ir? z' C41, O ;3 •,*„ I ir p through clear vinyl ' 4 . V; = g ds. -10 ..= cir / ///?c A.4,- 7 c61/7e, 8' /ma .9-5 16, i . h lest , . 5. , A , n m f 11 a c th USA i 16 gaLige wire through t d a rd for nursery stoc7c, _IAest'elition. . . 11 44 4444: 11Pr- . • !clear vinyl hdse . • ' / .4 4 e rz--/rizis' •ri ' / F Clet :; c a' , , ,? i I d• Plartme,terial or nit!. nt kind tIntiAsIniinnle -- 2x2 wooden stokes substituted only with approval of landecape architect or Wale, basin • .!, 3 2s2 shakes spaced al. 20 WErFICATONS MD WAS DESIGNS uto ARRANCOAEWS l'S) 97 24t" / W ( W e brk.mowi tr / ,1 2 Nora '17 / z_arreo fp_.,,ikir /2. e,.7 I secure! driven Into ' . • w e !intervals :.+,,,,,,zs 0 40111. 4. -- 7y 1/( , 1u ' , al g6/ G e''' )//2 0 ;-', Planting gr011inLY Stain te•owc. , 8 7 • 4A ta P, s tr s : ta tri, rts angu, is l s a u ge r daiss. ............,„ , . 044.,. / ouEt , *IA i I'LeY7z/esti / ',> fit 8' Cala I', I..... . or root li Water basin Wth , 3. iPositii p ie .41tdirtage Shail be _Ma , tabled: mound plat,,,,g area _ ,,.. A tali \ '..a - • - 1114m Y ' mulch ' . M 12", ,''' , „. 1_67 P en '"9 7 O l . , ,..,_ 3... Shrube and trees minimum 42. from curb for car_g3ser< II ...„,,,..., 11 1/2 native do . SPECIFICATIONS al.. coNsrmny CONCUISNE omen. oF ACCAVNCE Cf IMESE RESTISMIONS C.A wow , f.4 k./167.9 ,`-- 4 h-f .' -a .ez - ■ -.I. , .,.., rum. Unglashd planting plt , Wasiso wheelstops:no ed., p where lawn i , . •••"- Cent to ,=,, -,, '-',. pi ph wide size ' 1 v=n111 i, , 1 ! surfaco 11,- 8.! id 'ang sI l„,adla , .=,. - e , - - ''... - of root ball ; 7 - 3 1 ei h-helioderdeon veop7 icy/a/7e re Z ,( 7. /7)/fl , 6.,„1,.T-r 1/2PlanUn - -____ - , until f . 1 ., -4- •Er , , , i ,_ •r_, tImix& 12. /,,;ndecape contractor shall salsa e - in site unti Ina EVERGREEN TREE PLANTING DETAIL .i - = itznaltyesoll,water ' ‘inspection and accoptanee , 0ver 8 . . t. \ 1419041.11”1130 ( / t O 2/7c- i/7/ zcpu 4" /77/t2, u filize \ mecm __- ...,,.. \ \ APKPEI ............ ' 6 ffrZ Kr Z- 2 , 'c. Gee,et 2 ' / , z_ze,e,-, 4 zi mil?, thoroghly, ert --- TREE PLANTING DETAIL , i,. iii.. .....r ivi , „Tow „n • , _. • . • -- -- \ ® - 1/Itz/rnarn ,/ Piv/4' ejapol-, Deciduous Ireos and i • . .... evernreen Irees 'EC Pientalg bed , • ,,,... , , ,=..... 0Al ' - - • _____- Yt! ik . ■'-',rp/e• v a ,y1// on .... of . .' • ••Ai CesT 1 AF-=- - ---. , A 7L' 7g 7 g 6ifbel - aro / ,i/7/wa-/0/7z, 4 4 1 , 7 0.3- e,,,...,, . ' ...-----. ■ , _,_,,, ,Ivz 0,4 . . . • \,. _Lk s Cc-eared c.), pOn ,. N 4 0' ....,... _.--P ‘ darja,. ' Tr.. ,,s..., wk.- • • • -- consultant -- tAA , . - --..-:--- • r; C 1111 • • ,. mulch ,,,.,,, 1 1 ii,_;,,.,.: b . 0.., -2-,--- KEN : ." • tr0 - edra I// 1111 ' ,IONEY.' • ,, ...:',1 .= 44M.//7 - See 7:. -. peeled planting mix, PItu, . MINN, T PEI , ' . 0, elil i water thoroughly, 181.111 GROUNDCOVER SPACING DET 00 ., 0,•-•TV1 ,< '1--00/7s ' / t , - ,- K717/7 s 7(/') •4 _,•- - -- •, 'on- , as required L Ar .. u. ... - cl gt---- - ..i.. i . i '.. ' , O . FL jugiC26 - - ' . in ' A' ____...". #)/J1 -- ', ,--'- " 7p /aripa',7/ - ,-Aotrzre/ito7c ,_"----' 1 7 9 . • ; . ri -' 1 __`'' ! _••, 1 _1 1--- s r i : o lln i n gh:::In.twic. Triangu spacing ... : • . 4 .' - -,.---'-' . ' ../ p .... = -= ' .. .. 4-FTT;V-=.50rob ANA ' . ., ( tt ' — ow, , --- ,, • ,-„..,,,;; ,, . . IC-..... SHRUB PLANTING DETAIL lin .,..„. r 6 , / , (4 ,- ) • .. • ..... ,,,.. ,.........) . . 'y iiidir .. : z .-( '--. --- • • / . ..---- • • • . . .. ( . '''' ,•.}:" , , • = . STATE OF , , wasHINGTON ,IFFOISTERED . LANDSCAPE ARCHITECT, ' 111- IP i • • c:, ., . GO7(11 ' V ) - „ - - • Ligr /.- • • . 1 zy .., . ir . , '• - t: ' ....111 \ Ciiii . c : . 'A'A `• ' . 0 , _ jiv , it E LONEY . CERTIFiCATE NO 363 , . ' . / /// ' • . ,filiV \ / Z - 1 ' . t za • ., ..,.., Akw .......„1„ / .7 Al! '.-* • • 7 .. .... e.ts.c.: '-'•':;•1. . ' AIIII, . • . / ( . ' .• ..4 t rt 'e v - e. , .; \ r ..' '----7.- ;lir / . • ! . - - . -. • . / • • • ) , . . •• ------ Mr , r0,1, ,,,,,.. \ : , . Att. • • / • • • •/ • • . • -- ri AzAfe4c' / , -. • s'. / . , , N Awe& 7'or-2 .--/ ". • .. •• • ' • 4.1 lit z • . v • PA • . . /..,,,,,,,,,- /,•-a,-/, . , . morn'. . • , . .. • .• Am . 1116 1/ • 10 i 41111A .. ffierG'F'de //;,e7'70/7 , , . • --. 'sum ■ syetern / /7 /Stzir , •• ,, p title ,,,, / Pr'. . ' 'EL •-••••.. . , e: ..,, / e . • ' • r • • • . • . , ..-' , z . • . A ,..- .. •• • . r - .... I ' 4 ,y / • / . / . ''- , ' • /.. . ./. :.0 .../ - • / .. i . Aii i .. . :.,-...,, -7 • , isi . • • . ... ..J2 • Mr 0 At. ' ' ' 1- -..•.. .. ePIA' : 1 .4 .i- . ../ . le.ntia/ri• . ‘ 47— .4, . • . ''. . - .. • ' . . ' k / . . . ' -- • 00 le 1 1 -.. ,,: , . , . . ...3„.:1 , O. 0 t ::1 4 1 0 7 b . . 111 ......... 1 ...,•,•., . • • • . • , , . . ___.- -,..... - -- 1 ,./.:/r/T -)I . • ". ':. — ......_ . . \ • X 0 eet title: . . . - -..... .....---- . .• tit 0 ....._ • --_,---------------- I _ .,.. 0 ' : . • -----... 7"--' • • _-. __.... .— - .....s. . 0 p LANDSCAPE PLAN ----474-47.67-44-6-........ 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I , iii II rri lirTy rri iii III Fir [II q 1 no II Til iri Ilirilil irrir TITO RIM ii1F111 .„, 4F, I Iffirrq I 1 q 1 2 T7 I 1 I HIFI PillulluTP I P T I, a.. 3 4 5 6 7 g , , IF THIS MICROFILMED DOCUMENT IS LESS 24x F: CLEAR THAN THIS NOTICE, IT IS DUE TO 1 ] ADFLExteLE buLER-3024,w ..... ,..,- '' ' THE QUALITY OF THE ORIGINAL DOCUMENT $ ,P, ; ,-,, .,• Re' (2 se sE ez ez zz tz Ill 61 et et et CI CI EL CL u CI LDS architects \ \ Ilnard d lc eslgh group . architects - 1319 dexter eve. n suite 260 Seattle, WA. 66100 (206)283 -4764 OF THE APTONfrECT NO PART THEREOF SITALL ElnE;17(ZUM ........ \ COPIED ADARTF_D DISCLOSED OR DISTRIBUTED TO OTHERS SOU, PUBLISHED OR OTTIERWISE VSED VATHOUT THE PRIOR \ Lcm a (11 ua OURTI .42' REOISMEITIECT / • \ 1 a' W �aeman c --- \ consultants KEN LONEY DSCAPEARPHIIECNRE \ \ \ \ • ./'----\ \ \ / s ------ . \ / / • / \ project title / / ■ —� ® N eftGi n 2eI Cr \ \ kQ \ O ARP I Lyd roreed rzriL/ n.' e • - v ) . sf7ec't z. 1 tir rr /s art-,7 a • • Ri • i \ sheet title• � ; LANDSCAPE PLAN / )IIIIIL Ullli111i>� � � •....„....... -1 , \ 1 I I I I o11, .r ' o�,��ae�� ®�aa�►�����ae ���v�a.:��e� ®�� �e���•���,��� ago � ®�.a��waa ®��. ®® �� a � ara; ... r G n,,9 / nG/CY �' _ T p 2 i S:20 L�7vu /7 R IY�f'y�C N PLANT IlzEr r, h MIN 5 Eo6EM2 F'' ' . Tar d /i /7 rh a'rec - ricrJ \..n'fN RN'f f7ARP.rfctz % ftA' � Fr'IEtiL'f s1 � � ` �- r7+ > /P.r i ■....../ t-/V.14 ••s1 /z' Nrdr p/�nri EGA rze0 dancer N9p/� I 104/149 S g e:%14140 cinder FaP /9/S irh no revisions date. LANDSCAPE PLAN r- irfr7s /Ve. lob ncN sheet no: / / 1 = 60' —p nPECEIVEC draw' /n �}(/ L CI S$ TIIKWIIA p, o p� l �.� -G` / / / \ \� MAR 1 9 1996 �; - L , . s0 �� I ed l V PERMIT CENTER 1 Z 3 �/ L � • L VJ date /4,4 vaMit- ., _ _ . ..,_ - - ...... ,. •,• ,_ _____ _ d I iiiiii11iii1itini —.: � iT iliiiriir�iripli Fi�milr pillnifi �TI1mir pliirmili1��111irigiFMIiiviip 1111 't,igi .t><., THIS -. 1 (�TM•� 3 4 5 6 7 87• e i IF IS MICROFILMED DOCUMENT IS LESS _dOM FLEXIBLE RULER 302 A ,,,., „, I x, , 1 I i CLEAR THAN THIS NOTICE, IT IS DUE TO f•\ ]l { ti THE DUALITY OF THE ORIGINAL DOCUMENT