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Home My WebLink AboutPermit 3096 - Blume - TSD Co - BuildingJob Address .. Type Tenant /Owner TSD Co. Dat• of�suan e --- Lll��` -i Description o or dew Office 3uildine Setback Legal Description ] Attached ' 4•J 0 .. ,4F L I -OD r- Property Owner Bruce Blume 1st Fl. 4000 address 0 .E. 4 5t1 Seattle, WA 98105 Phone 632 -1800 ngineer Architect Shave Desrasse Shave P.C. Bldg. Address 1 5 1st 've. uite 10 Seattle, WA 98121 Phone 622 -7160 ontractor Paul Wells Carlson Address 13306 S.E. 30ti St. Bellevue, WA 98005 Phone 643 -7273 thoriz-e A.- t i �. !/ , ,: / License No. / r — —._ At .71.- Value of Work 300,000 " - ire Protection - Use Zone P -0 Type of Construction V -N -A 1.0-. -Aoc '' -, s Issued B • - Serinklers E31 Detectors INSPECTION RECORD - 433 -1845 Type Insp. Date Notes Setback Date Rec. WO 6641 $ /7- 1st Fl. 4000 Rebar B -2 B -2 40 40 P.C. Bldg. Footing 3 -13 5 -- .L -- Ea Fl. 4000 Fdtn. Demo. Slab Frame Bond Wall Bd. Total 8000 Tot. R_nnn R -2 Tot.Rn Total 153q,C Dept. Approvals Reg'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy - Size of Unit or Building Uses Sq.Ft. Occ. Occ. Load Fees Amt. Date Rec. WO 6641 $ /7- 1st Fl. 4000 4.000 4Q00 B -2 B -2 40 40 P.C. Bldg. 606.00 g33,O') 3 -13 5 -- .L -- Ea Fl. 4000 Demo. Bond Total 8000 Tot. R_nnn R -2 Tot.Rn Total 153q,C .yam. PERMIT TUKWILA THIS E ILDI RMIT MUST BE POS CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance By 4 � NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUC ION OR THE PERFORMANCE CONSTRUCTION. Authorized Agent PERMIT NUMBER? Control Number 85 -035 FINAL APPROVALS: Fire Dept. Date Bldg. Official__, Date THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. i CPS No. I J Job Address :322 Snot ; _!l1. :;1' '; I.rnA i Type Tenant /Owner � i r`�: r :o . Da of Issuance a 5 " - 0/6 4 - -- " Description of Work ow l'fisiCe <ui1dinu Setback Legal Description E3 Attached Property Owner Lruco i tuill`:' r5 Address .i t: :!.L. WAn S'��att1e, WA D6105 Phone C. :2 - 'i a;) Engineer /Architect :� ,; r,, S .srraV;:./ 't.r..'r;`xsSc. {�a \�V P Addresse:L :': 1sc Ave. Suite tul S ,attlO '.111 ' tJ ,, : � `, '1,.... Phone ,,, ,�� a.; - Contractor I'au i delis Car• i sots .S Address 1 : 3;?1) S.L. : jr; ~{, pit :. l.' =:11 eva!~ ; WA '. - 005 Phone (7143-721 Authorized_Aggnt 6:4,-%/ ^''� `--" f� Z� .. /, -- License No. / /xi - Z,/,. Z,/,. '/ -- - fT ,, / % f Value of Work 3')(), ''Fire Protection Bldg. Use Zone '-; Type of Construction V• -. - Appl•r - Accepted "•By' 1s :c1 ,.;r fl,%%1r IN Sprinklers 171 Detectors INSPECTION RECORD - 433 -1845 Type Inspp Date Notes Setback ,CS /o 5 r5 Rebar fj ,b P Footing P.C. ,, Jr .S Fdtn. ,C3 /b /51 »:iU. Slab 13-•2 40 Bldg. Frame »' ' *AS 7;;•, Demo. Wall Bd. Bond Total , .,' , 01, j Tot. 8.000 ,_.,> Dept. Approvals Req'd Insp. Date Planning 'Div. Health Dept. Public Works Dept. Plumbing Electrical Cert. of Occupancy I Size of Unit or Building Uses Sq.Ft. Occ.' Occ. Load Fees Amt. Date Rec. 4 1st Fl J' 4,u00 ii. -;: 40 P.C. , .. f +. 2nd Fl. »:iU. 4000 13-•2 40 Bldg. %) 3.10 .`) ; {,, 7;;•, Demo. Bond Total , .,' , 01, j Tot. 8.000 ,_.,> Tot.;;,r Total P5Y).40 4 CITY OF 13VILDIN9 PERMIT TUKWIILA THIRMIT MUST BE ED CONSPICUOUSLY ON BUILDING Special Conditions Approved for Issuance By 71 NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE CONSTRUCTION. - '2 ,'•"''' / /" 7 - 7 6 ,e Signat4re of ,Cpntra,aor/or Authorized Agent Date i PERMIT NUMBER Z Control Number I FINAL APPROVALS: Fire Dept. Date Bldg. Official Date, THESE PREMISES SHALL NOT BE OCCUPIED UNTIL ALL APPROVALS HAVE BEEN SIGNED. CPS No. I TYPE OCCUPNICY 7.--] I- INSP. TYPE DATEL INSP. NOTES Grading (Bldg. 433 -1445) Setback (1144. 433P1145) i liffi5 , Rebar/Footing/Foond. (Bldg. 433 -1845) O Slab (Bldg. 433.1845) 40 Grout (Bldg. 433 -1845) Frae (Bldg. 433 -1845) hr 5%4.741 494 RI Roofing (Bldg. 433 -1845) Insulation (Bldg. 433 -1445) Mechanical (Bldg. 433 -1845) Wall Board (Sidi. 433-1845) Utilities Water /Sever /Drainage (Shops 433 -1860) Parking (Ping. 433 -1845) Landscape (Ping. 433 -1845) Street Use Permits (PWD 433 -1850) Fir (Fire 433 -185 4. CITY OF TUKWILA BUILDING PERMIT !NEP:'CTION RECORD POST AT OR NEAR FONT OF BUILDING PROTECT FROM WEATHER City of Tukwila Bi'lding Division 433 -1845 JOB ADDRESS 5: o 5 WORK TO BE DONE Zoe .4Q-, / OWNER / IZI 4 CONTRACTOR Ii DATE ISSUED I).P. ss tiib Control / 45-1 Date Issued S - y �S SPECIAL CONDITIONS Inspector must sign all spaces pertaining to this job. " COMPRESSIVE STRENGTH AVG. STONEWAY CONCRETE 7 -DAY 2590 2550 2570 14 -DAY 3420 28 -DAY 4080 4590 4220 AVG. 4300 Design By: T.F. (Stoneway) Checked By: K.F. CASCADE TESTING LABORATORY. INC TESTING • 'NSPCC T oON / ENGiNCERS GEOLOGIbT CLASS 3000 DW" TRIAL MIX NO. 2 BATCH WEIGHTS FOR ONE (1) C.Y. CEMENT (TYPE I -II) ASHGROVE FLY ASH (TYPE F ) CENTRALIA FINE AGGREGATE (SSD WT.) COARSE AGGREGATE (SSD WT.) WATER REDUCER (ZEE CON "H ") 3 oz. /100# CMT. & FA. WATER- CEMENT RATIO (BY. WT. OF CMT. & FA.) UNIT WEIGHT (MEASURED) YEILD SLUMP (MEASURED) 4500. 4000 3500 3000 ■N ■■00 ■OOrar■rO �/ ■■ N O .NO.S■a.s■ • • z '' ■■OO■■OO■/■■■ r ■�OaO p ■ar ■■O■sMO mammimmumnsmaisammitasummuniammamma smommummiimmusammummusassmarsumm mommummummamminsummumusammummum asimmommussaggagmemmussimpromm immummummummemmitimmunmessumminimmans MOMENIONMMOMMOKUVOIRMOROWNOMIRMIOUUMMIN ...■■■. ■■rsrurarsarOrrrss11ONN■■■sarss■ .■ r... ■.11N■rrr■rssruos NN■NNa■ mmuSSs s ■ ■■■ 11 ■O.a.. ■ ■ ■ ■ ■N■■ s / ■aE ■arl O A . u u s a sss S aua• ■ s■■■■■■ispO �. a rs0■■uuaus■ s araaura 0 ■ raa■ ■Oar SONS■■■■■ ■■s■ ■q ■■asassi■ ■ ■■■S■■■i ■11r..r.■rNSrr ■ ■r au.Orsu■r ■aasMat■ r...11. ■..r.■uua ■. $aarrur.uurss..as mismo iiiiissam ■ mumsa■uinisii ......■..11asuuasuuu VA.rarrrr11.suusaa■ 111511u...11.s.■ ■11.plrrrra.rrrsa ■.a■ ■11r....sr11s s m ssrsasr uCr a i a s ■.aa ■■■rN.■.res �/ ■■■III ■S■■■Ou ■.rs ■as■ Sara .a■ssaa..■ass ■■■N■N■s■■s■■ai ■ua.uma■■■r■r■aru s■s■O.■s■ ON■ Nam ■ ume ■■■u■I■■■ ■■ss ■■■ ■SO r■aaarassaaa MR ■ ■■s■■ss ■■■SOMM ■ •••- a••a•u ia■ ■,■ =■ • ■aaaaa.a ■saa a ■s■ssaeuas■r■■■■I■sa SIISO I uaa a aa asirWA SSM ■%s a ssuaN ■si MMINOMMOMMUMOYAM ■■ ■us ■ru ■■O■■r ■■u ■us■S aa 'O a s ii ■ •■Sas.su00v mum ■■■ OuaaOa r ° s ss■s ■■r�r ara.as ■ ■ O1/ sO r __ -- ra■rss ■■✓ ssa t ■S sar ■■saw ■a111111rs■ r/ 0 ■■o■■■ ■■11mma■ ■uaauuu ■a.Iiaaar■ ■■ ■sassaaaaua.•.. ■ NOS■ ■NO. ■I ■a■■ ■s ■a■■ ■asasrr■ ■r ■110.0■■ ■ aaa a■ r. .taaaaraaa.N■■rssasaararr0.■s.■ ■Orr■■■■mumu 000■OUaaSOSrsO /OrrS ■r■ ■S ■ u a.aaauarara■■ aaauaauuaaaru..usw� ■■O a■ rr ■s■ /lauas Iu■ .■ ■ ■ass■SUra ■aaN■ ■N11srr■11v■sus■ r■OOONOr■rraN110 ■ ■NN saasaus%Oaau �sssss ■.■.■ su. ■■■u.s.raa.aauraaaa11asr■. ■11■.■■ 7 14 Age Cured in Days CERT. NO. '8411 -4 400 lbs. 70 lbs. 1450 lbs. 1950 lbs. 14.3 oz. 0.53 152.0 lbs. 27.1 cu. ft 4.25 in. 28 INSPECTION REQUEST` Permi t # ,30 . Date Tenant__ ._ — Time Address: .SAO-' s ' /5/ Date Wanted: a2 r %Z Contr. or Owner SAave Type of Inspection 4. Taken By t. Req. By INSPECTION REQUES(...` Permit # C c Date 2 (2-er Tenant 7-.S 1) Time / Address :.S Off" So. / S .S7 Date Wanted: r..2. S"' C.m p.m Contr. or Owner Type of Inspection F, A Cr Req. By Th ci M /R. Taken By C 2 1c2— S8 / 8 Permit # :3 9 ' Date /A -4 — IS - Tenant ,V tf.09 Time 1?�. Address : c5 0 S. /V "Ver,fr /o; e a Date Wanted:/- Contr. or Owner Type of Inspection ,l ,, % Taken By 4 Cli.erA C. :W 2f` ( S ??.' Permi t Salo Date Tenant % Time Address: ---- -- Date Wanted: INSPECTION REQUEST Req. By INSPECTION REQUEST S Contr. or Owner Type of Inspection Taken By Req. By a .m. • . u1 . INSPECTION REQUEST ' Perini t #• 30 96 Date /0/2.3/ S Tenant 7 Time ?too 1'd, Address: 5o3 S. l.5'l Date Wanted: Contr. or Owner Req. By Taken By »,e Permit # so ?� Tenant Contr. or Owner • /p / /0 /Z 3 Req. By 0.;;A-/sew Type of Inspection /Pooh 6-0747.;7, INSPECTION REQUEST Type. of Inspection •�, Time Date ort /d` 3 Address: . S .2 C 2 . S /s/ ,m Taken By MS %� 1 - 5 - 4.0c -c.A 30(96 ft/ • Date Wanted: VS- -Q- a. m p.m. TYPE Grading Setback Rebar/Footing/Found. (Bldg..433-184S)' (Bldg 43344S) (Bldg. 433-1845) Slab . (Bldg. 433-1845) Grout (Bldg. 433-1845) Frame _181dg. 433-1845) 51/4weg, I Roofing (Bldg. 433-1845) Insulation (Bldg. 433-1845) Mechanical Wall Board (Bldg. 433-1845) (Bldi. 433-1845) Utilities Water/Sewer/Drainage Parking (Shops 433-1860) (Plnq. 433-1845) Landscape (Mg. 433-1845) Street Use Permits (PWD 433-1850) Fire (Fire 433-1859) 4334845 '• DATE • .°/0/4 INSP. fd NOTES ' JOB ADDRESS 5.2 05 WORK TO BE DONE ,.97./..••■ OWNER /4e I1h.74— CONTRACTORA fL . , DATE ISSUED ..".!. • CITY OF TUKWILA BUILDING PERMIT INI8P7CTION RECORD POST AT OR NEAR FRONT OF BUILDING PROTECT rum WEATHER City of Tukwila BLilding Division 433-1845 309G B.P. # A/ika Control I Date Issued TYPE OCCUPANCY SPECIAL CONDITIONS ,"- . • Inspector must sign all spaces peltaining to this job.., • , CITY OF TUKILA Central Permit System 'Control No. Permit No. FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works 1 Fire Dept. ❑ Police ❑ Parks /Recreation Project ,Name Address a �• ) iy i\j Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. I This project is NOT approved by this department; the following corrections are necessary: (. j rL N l, .., . , f 1 ;.,.�, / . tar Ac, , i o +r�-^ " • e Authorized Signature I Date ? 7. E C This project Isapproved by this department: .,.. /i - .. Authorized Signature Date CPS Form 3 OFFICE MEMO CITY OF TU KWI LA TO: -I loyn BORA+ DATE: 3l05lV, SUBJECT: yy � Iv fray ! c fra re: T 5`en cd - CSC I�1� 5 ar WO6 to6ba 5,o lib Catictri q-eit ± ‘0942-a-it nvr�•i� re. urcer..... wt�Hkw* ww�.. c' w+ VrY4f.+ Rkrwre+ iYAY' �ifrYar ✓+Nr+rlmireY�Hls.n.rin �� c CITY OF TUKLILA ,;ontrol No. 85 -035 Central Permit System C Project Name Tsn Address 5205 S_ 151st Street Type of Permit(s) C of 0 This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ) All for Ct have been signed off for utilities ( ) NOTE: City Clerk is coordinating vacation ordinance independently of . building process. (•) O O ( O. () O O () Authorized Signature Date This projec S proved b department: Authorized Signet' re • TO: 0 Building 0 Planning FiNAL APPROVAL FORM 13 Public Works 0 Fire Dept. Permit No. _ 3096 O Police O Parks/ Recreation 3/e3h Date Ch form 3 t ShaveyDeGrasseShavey Partners In Architecture i January 9, 1986 City of Tukwila Building Department 6320 Southcenter Boulevard Tukwila, WA. 98188 Attention: Brad Collins Regarding: TSD Building Dear Brad, First, thanks again for all your assistance to my office and to our client, Bruce Blume, throughout the permit- street vacation - construction process. The contractor has provided me with an updated plan of the parking area and vacated S. 151st (driveway) as far as his scope of work. This reflects his and our understanding of the allowable deletions to the requirements previously based on S.151st being improved to public street standards. A copy is enclosed for your use. Please note revised manhole position, relocation of loading zone from south end of building, deletions of city curbs and sidewalk from vacated S.151st, etc. This plan is all I have representing the contractor's revised scope of work and changes to our original plans. It would be helpful for Norm (on his next inspection trip) . to make sure this revised scope meets with your department's approval so as not to delay the issuance of the occupancy permit laterdue to an unacceptable deletion. If I can answer any questions or provide any further assistance please let me know and again, thanks for your help on this one. Since ly, Zen McManigal, A.I.A. Design Director ZMc / j ld 2125 First Avenue, Suite 101 Seattle, Washington 98121 206/4448 -2525 66k • RECEIVED cI tY OF TUKWILA ,11N 01985 BUILDING DEPT tir OFFICE MEMO CITY OF TU KWI LA TO: f ZA:.C. ; FROM: 6-1-4_,A DATE: I © FS" SUBJECT: MI co, ig1 5 . 40 (tO g) dwIlArtYc k' 7e i T I LZ TS D et .P -o 'C'Z '•t49 ' . .-w A', KibirVe. 1 C A04 4 44-.-' i4^. 4L2I Vi et ( , 51") Mahan &Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg, Seattle, Washington 98101 (206) 624.8150 (206) 824.4488 September 6, 1985 John Thomas Olson /Walker, Architects 1507 Western Avenue Seattle, Washington 98101 RE: Plan Review 85 -T -12 (N. C. Machinery) Dear Mr. Thomas, We have reviewed the plans and calculations for this project to verify compliance with Chapters 5 - 33 of the 1982 Edition of the UBC, Regulations for Barrier Free Facilities and the Washington State Energy Code. Our comments follow: UNIFORM BUILDING CODE Structural 1. Designate Detail 12/S1 on plan. 2. Detail 20/S6 at Grids 3.5 and 6.5 on Sheet S3 does not apply. Provide correct detail. 3. Detail 21/S6 at Grids 3.5 and 6.5 on Sheet 54 does not apply. Provide correct detail. 4. Provide calculations to show adequacy of the diaphram in shear, specifi- cally at Grids 1.5, 3.5 and 6.5. 5. Provide calcualtions to show adequacy of the connection between diaphram and shear walls. Also, provide detail. 6. Show how curtain wall at Grid A' is supported and show adequacy of the roof between Grid A' and steel framing. Ordinance 1. Provide type of construction occupancy and square footage on drawings. 2. As we discussed by phone, Section 3309 has been violated. Olson /Walker, Architects September 6, 1985 Re: Plan Review 85 -T -12 (N. C. Machinery) Page Two 3. Corridors, lobby and vestibule need to be one hour rated. 4. Door 115 appears to restrict the corridor. See Section 3305. 5. Provide exit signs. See Section 3314. 6. Indicate draft stops. See Section 2516(f). 7. Stairway to computer room, show handrail extension beyond tread. See Section 3306(j) . 8. Show head clearance at stair section 17/7.1. 9. Provide dimension on handrail member spacing. See Section 1711. 10. Provide detail of mezzanine railing. 11. Complete detail designations. 12. Skylight details are shown on Sheet A8.4. Where are they in plan? REGULATIONS FOR BARRIER FREE FACILITIES 1. Show that the water fountain is in conformance with Section 511(c) . 2. Show handicap parking and curb cuts. 3. Dimensioning is incomplete for toilet rooms. Provide clearances in plan, provide grab bar lengths. 4. Provide detail designation 35/A4.2 on Lay drawing, Sheet A4.1. WASHINGTON STATE ENERGY CODE 1. Provide OTTV (overall thermal transfer value) calculations. Please call if you have any questions. Sincerely, MAHAN & SMITH, INC. Bridget Smith I s - - 1M Mahan &Smith,Inc. cc: Tom Hill, City of Tukwila PAUL NELS CARLSON CO. INC. GENERAL CONTRACTORS 13306 S.E. 30TH STREET BELLEVUE, WA 98005 (206) 643-0717 City. of Tukwila Building Division 6200 Southcenter Blvd Tukwila, WA 98188 Attn: Tom Hill Re: 'TSD "Building 5205 S; 151st St. Dear Mr. Hill, C August 25, 1985 Paul Nels Carlson Co. Inc. (PNC) have reached an agreement with Ralph and Rita Hatton to mittigate damages caused to thier property adjacent to the 'above referanced project site. The Hattons wish to dismiss any and all zoning complaints . arrising from this encroachment. PNC will regrade and replant the Hattons property in the coarse of normal construction operations. Acknowledged and agreed' -.t 'Joe'Sacotte Thank you for your cooperation. Please contact me if you have any questions. Reg. q PA- UL- NC -200MT Sincerely, Paul Nels Carlson Co. c re { i iZ 7 -L / �3 . a 47 . LL) c c►,� - ?F/6 , 4. �6 ? -335 \ c. e_346/E ., zCQ (2)- c. CQ 00 at) c� � W .12.0.E Jei ./'C'eeeid_Q zzA Ste'` CZ LL e 00/2.662„. ( ( 46 , --yyz zietA-vma9e4 hint ..- . 4 ,V‘' C 4 ry �Q�c ( C( €4iit2 ieze' f".ex.4 y-ttu,ne ile/c:fe ?2etzigloik atke- (164 Z'aeth-eti 4, .deiv /cies r./A4/6 ot f/ 1, sc ; 7 - 1, RiIi ii7eio AND CIVIL ENGINEER LAND SURVEYOR 'August 15 1985 Mr Norm Bray Building Department City of Tukwila 6200 Southoenter Boulevard. Seattle,. Waah. 98188 Dear. Mr. Brays This is to inform you that we have set control points for the location of a building. being constructed at S. 152nd St ..and 52nd :Ave..8..by the P.N. Carlson Co.. Sincer onard T. Sohroeter,,PE,.:. LEONARD I. SCHROETER P. O. 80X 813 SEAHURST, WASHINGTON 98062 Telephone: 2428821 COMPLAINT: l (TP -of of � ,Qi##,1 6,A I P le 4ver A,�'�Ac G'n12 ,f,r7 3) D/ ✓e.s } SuPe M ,,F" RAr e \1 / !/ Date: Ap% Received By: COMPLAINANT: /2 08 ? t' Name Fn,wet /477 C Address /5 3r. Phone 767-33s7 Contact Requested: Yes [r No 0 INVESTIGATOR: Nam Complainant contacted: Yes [J If yes, name of person contacted t;3oP4)' Act ion' Taken: 18 Z Action completed: Date cc: Planning Director Attach photographs if necessary. CITY OF TUKWILA Planning Department COMPLAINT Time: /,'Uc' Pm No Date Routing (Check One) -''Building Recreation Planning Public Works Other Title ac,i41 o ;ie (Specify) Signature ,• ; Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave., Seattle, Washington 98104 May 1985 Mr. Bill McEwan City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 T.S.D. Building Metro Easement Dear Mr. McEwan: This letter is.to advise you of Metro's receipt of a signed easement agreement for sewer facilities from Mr. Bruce Blume, General Partner for T.S.D. Building Asso.ciates,.across a vacated portion of. South 152nd Street between 52nd Avenue South and I -5. Mr. Blume has advised Metro that he will be taking title to the referenced property upon his receipt. of a building permit from the City of Tukwila for the T.S.D. building. Metro has no objection to the issuance of this building permit in the.name of.T.S.D. Building Associates and will be recording the sewer easement following Mr. Blume's ownership of the property. Thank you for your consideration and assistance. Very truly yours, seafriescAt. 4 fig- arry Ellington, ight -of -Way & Property Right -of -Way & Property Supervisor LE:mp msp56 /10 f�[�C�IEIdED CITY OF TUKWILA PLANNING DEPT. , t C. ShaveyDeGrasseShavey Partners in Architecture May 17, 1985 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Attention: Norm Bray, Building Department Re: TSD Building on 52nd Avenue Dear Norm: We're trying to get a feel for when you might be ready to issue a permit on our building. We've been checking with Bill McEwan but he's not sure when you might get to it. I understand you've been snowed under recently. If there's anything the owner or I can do to help get through the process, please let me know. He has based his land acquisition, construction financing, construction schedule and tenant occupation on the initial estimate of 4 to 6 weeks for a permit. Since we're in the 10th week now, we're naturally running into some problems with each of the above items. Anything you could do or advise to help us at this point would be greatly appreciated. Thank you very much. Sincerely, 404i 444° Zen McManigal, A.I. Design Director ZMc /neg cc: Bruce Blume. 2125 First Avenue, Suite 101 Seattle, Washington 98121 206/622/7160 • MIE6IEpdLED MAY 2 0 1985 CITY OF TUKINILA PLANNING DEPT, Mahan &Smith,lnc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624-4488 April 29, 1985 City of Tukwila Building Department 6320 Southcenter Boulevard Tukwila, Washington 98188 Sincerely, MAHAN a; SMITH, INC. ' By: Jay A. Taylor JAT/co Attention: Brad Collins Regarding: Plan Review 85 -T -03 (TSD Building) Gentlemen: We have received revised plans in response to our letter of April 11, 1985 for the proposed office building and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code and Regulations for Barrier -Free Facilities. All of our comments have been answered satisfactorily. E APR 3 01985 CITY OF TUKWII,A PLANNING DEPT. Mahan&Smith,Inc. CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 824.8150 (206) 624 -4488 April 11, 1985 City of Tukwila Building Department 6320 Southcenter Boulevard Tukwila, Washington 98188 Attention: Brad Collins Regarding: Plan Review 85 -T -03 (TSD Building) Gentlemen: We have received plans for the proposed office building and have reviewed them for compliance with Chapters 5 through 33 of the 1982 Edition of the Uniform Building Code and Regulations for Barrier -Free Facilities. Our comments follow: UNIFORM BUILDING CODE Structural 1. Plywood roof sheathing (Panel Index 48/24 - Unblocked) at 48" o.c. exceeds the maximum allowable span, UBC Table No. 25 -S -1. 2. Where seismic controls in the design of the lateral load resisting system, verify that braced frames have been designed to the requirements outlined in UBC Section 2312(j)1G. 3. Calculations do not appear to indicate a safety factor against over- turning of 1.5 at shear walls as required by UBC Section 2311(e) . 4. Clarify plywood panel edge nailing location for Sections B,G,H, and D/S6 and Section A, F, G, and E/S5. 5. Indicate nailing at top and bottom plates of shear wall in Section C/S6 to transfer diaphragm shear loads between the high and low roof. APR 15 1985 CITY OF TUKWILA PLANNING DEPT. • �> April 11, 1985 City of Tukwila Re: Plan Reivew 85 -T -03 Attn: Brad Collins Page two . Indicate how shear loads are to be transferred through shearr wall where trusses continue through wall Section E "SIM " /S5 and Section C/7. No other violations were noted. Ordinance No violations were noted. REGULATIONS FOR BARRIER FREE. FACILITIES No violations were noted. Please call if you have any questions. • Sincerely, MAHAN & SMITH, INC. X 72 By: Maureen T. Salsbury /Jay A. Taylor /co cc: Shavey DeGrasse Shavey 2125 First Avenue, Suite 101 Seattle, Washington 98121 Mahan &Smith,lnc. GEMNOWIM APR 151985 CITY OF TUKWILA PLANNING DEPT. Municipality of Metropolitan Seattle Exchange Bldg. • 821 Second Ave., Seattle, Washington 98104 April 9 1985 Mr. Bruce Blume NYWA Corporation 1107 N.E. 45th, Suite 423 Seattle, Washington 98105 Tukwila Freeway Crossing Easement - Vacated South 152nd Street T.S.D. Building Associates Dear Mr. Blume: As a follow -up to my letter of April 4, 1985, wherein I sent a Utility Easement for your review, I wanted to notify you of some additional information provided by the City of. Tukwila., Per Mr. Phil Public Works, the City will not issue a building permit for the T.S.D. Building until the owner of the property executes and records an easement to Metro for the existing sewer line. The Utility Easement previously sent for your review would define and clarify the rights of • Metro and the property owner to the easement area. Your cooperation is appreciated and I hope to hear from you soon. Very truly yours, arry Ellington, Right-of-Way.Agent Right -of -Way & Property LE:mp cc: City of Tukwila Building .Official Mr. Phil Frazier, Tukwila Public Works msp44 /10 RECEIVED OF TUKWltA APR 12 1985 Nem wow April 3, 1985 To: VGlen Chapman, G.E. Chapman b Associates Zen McManigal, Shavey DeGrasse Shavey From: Dennis Neuzil, Entranco Engineers Re: : Street and Traffic Control Improvement Elements for S. 151st Street /52nd Avenue S. Intersection Area, for TSU Building Entranco Project No. 84045 -65 Regarding proposed site plans received from Glen Chapman March 29, 1985 (and our March 15, 1985 meeting with City of Tukwila Senior Engineer Phil Fraser), we have indicated in red thereon our recommendations for traffic . control and associated geometric measures at the intersection of S. 151st Street and 52nd Avenue S., and for the dead -end segment of S. 151st Street east of 52nd Avenue S. We propose the following: 1. Install stop sign (R1 -1) on south approach of 52nd Avenue S. and east approach of S. 151st Street, and install associated pavement stop lines, as shown. 2. Install dead -end sign (W14 -1) on east exit of S. 151st Street (south side of street). 3. Provide closely spaced small yellow pavement buttons for final 50 feet (minimum) of the divisional line on south approach of 52nd Avenue S. 4. Install "no parking" signs on 52nd Avenue S. per March 15, 1985 meeting. 5. Construct curb return (corner) radius for southeast corner using a 25 -foot radius or greater (a 25 -foot radius is indicated). 6. Utilize a 15 -foot radius for the west corner of the TSU Building . driveway on S. 151st Street. 1 of 3 7. Extend the S. 151st Street pavement (east leg) and curbing as far east toward the WSDOT I -5 right -of -way fencing as permissable by WSUOT. An extension of a minimum of 25 feet is desirable to provide a nominal parking area for WSUOT maintenance trucks of AASHTO Design Vehicle SU -30* size or smaller, and also for occasional possible loading/ unloading use by similar sized vehicles which may service the TSD Building. 8. Relocate the driveway shown on the north side of S. 151st Street's east leg to a point at least 15 feet farther east in order to provide adequate storage and reduce potential conflicts and blockage associated with turning patterns between the south approach to and from the TSD Building and to and from the subject driveway, and from the driveway to the 52nd Avenue S. intersection. 9. A temporary /, , / traffic revision (ahead) warning sign for northbound traffic on 52nd Avenue S. should be installed some 200 to 250 feet south of 151st Street at the time of installation of the 52nd Avenue S. stop sign. The geometric features and the locations of markings and signs noted above are based on the roadway curb line and /or edge -of- pavement lines shown on the G.E. Chapman & Associates blueline print and Mr. Chapman's comments to Entranco regarding pending revisions to the north curb line /edge -of- pavement line of S. 151st Street. We note that SU -30 trucks making the right turn from the south approach of 52nd Avenue S. into the east leg of S. 151st Street will "sweep" a turning path which will occupy virtually all of the east approach pavement of S. 151st Street over the segment from 52nd Avenue S. to the TSD Building driveway. (This will occur even with the increase in radius to 25 feet at a minimum as recommended for the southeast corner of the S. 151st Street/ 52nd Avenue S. intersection.) Considerable increase in the proposed width of the east leg and /or south leg increased corner radius would be required to significantly reduce such encroachment. We have assumed a normal * Single -unit truck of 30 -foot overall length. 2 of 3 approach position for the right - turning SU -30 truck on the south approach; any "wide swinging" encroachment by the truck there to reduce the above . encroachment would be hazardous, particularly owing to restricted sight line triangle for the southwest corner. It is likely therefore that there will be some occasions when an SU -30 sized (or larger) truck serving the TSD Building (or the ISDOT right -of- way) has begun its right turn and wiT1 preempt right -of -way and /or cause some delay to vehicles beginning the left -turn exit movement from the TSD Building driveway or right turn from the driveway on the north side of the east leg of S. 151st Street. Installation of the stop signs and stop lines when the project is completed should be reviewed if any significant departures from the street geometry conditions upon which our recommendations are based are altered. Allied "to this, attention should also be given to final landscaping and grading elements of the TSD Building project with respect to provision of adequate intersection corner sight distance triangles. Sha '+oeGras esnavay In Architecture 2125 First Avenue, Suite 101 Seattle, Washington 98121. 62217160 Zen McManigal Design Director ShaveyDeGrasseSha ey Partners In Architecture 4 0414 16, PP 1 February 20, 1985 Lorraine Cronk, Building Official City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Dear Lorraine: We're doing working drawings on an office building to be located on the southeast corner of 52nd So. and So. 151st. I've left a preliminary floor plan with Rick Beeler of your planning department. I need your help on an exit question and I'd like to know if you could get the drawing (from Rick) and call me at my office so that I might discuss it with you. If this is not possible please let me know as soon as you can. We'd like to apply for a permit around the first or second week in March. Thank you for your help. Sincerely, se,. Zen McManigal Design Director ZMc /neg 2125 First Avenue, Suite 101 Seattle, Washington 98121 206/622/7160 cm OP !UMW FEB 2 2 1985 SUILINNIHNICP /1 ,. J r �. Ft '',..1 7, 4 r) Ir CITY OF I UhW1Lli J GRI'IJ 1 NUMBER vi\ IRUL NUMBS .MAF, 1.8 ""' °Lyf CENTRAL PERMIT TYSIEM. - ROUTING FORM UKWILA FIRE PREVENTION BOREAL TO: ❑ BLDG. ❑ PLNG. ❑ P.W. in .FIRE ❑ POLICE ❑ P. & R. PROJECT _./‘y4 (i J9 - 2 ADDRESSSP-'-,,,, " Q' / 0-45 ST Ail ST , DATE TRANSMITTED 3X/ K RESPONSE REQUESTED BY RESPONSE RECEIVED C.P.S. STAFF COORDINATOR "74.1 PLEASE'REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW, INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: ra ❑ .24- 01-(1 41 / 1-1— 13 ' /I -1-- ' n et ca. S rb i t; : c - 7ii.e .._ t.tr /014 ❑ aAaf (,lnr �i ic- (ode. / fie ..301 .h 1 . (kL s s,j,c MKs f Le._ - . ❑ .s ltil ev me ii;.-/-e re ,� ac. Le C. et, /_,L. .1)7 -4 -� .D a rr/ o re ee-m m -7-1, k., / /5s4/ /ej r dr/- ; e ,-, 4 art 40 ,P -' - -f - 7 • E G . : s c % ' Aaricvare 'e je, o r s '*a `tn.e.e - /AFC. 12-- /O 4 (2. I (1- n - rde , S4 c ns Ye tk u.t r.e...A. f-c.f- Z.N.• 6r . 1 , 9' I Q �"ur�'r�� ra� i wtkkSi w,e - 1 - 1 , t c 1e. . ❑ .5p AVier ?rDteVt E Poet -cob (e.. - e.c`t-c iyA:(s keri c44..e_e arc. - (,: 4a I5 /0-1 r❑, q (.5,114,1( Pe /Au ( d e-( G a c a I� Q tt vreo{ O -Pkv{e_4 c f-t o . 6 54.6\ c&. po s : 1 7 .e . 0 1 t L_� n ((5/( Ccs1�o �1 .❑ ❑_ ❑ REVIEW RE UESTEO D.R.C. Q ❑ PLAN CHECK DATE .,. ... riieu\TTnI nrA,Ircrr S` �' .4F C rnmmrwrc DDCDhDCfl RV lid'',' • Public Notices CiTY OF TUKWILA WASHINGTON ORDINANCE NO. 1141 AN ORDINANCE ES- TABLISHING MINIMUM R,ECUIREMENTS FOR FIRE PROTECTION SYSTEMS IN BUILD- INGS WITHIN THE CITY OF TUKWILA USED FOR ASSEMBLY, EDU- CATIONAL, INDUS,T- RIAL, INSTITUTIONAL, MERCANTILE, STOR- AGE, OFFICE AND MULTI - FAMILY DWEL- LING PURPOSES; AND • REPEALING ORDI- NANCE #730 IN ITS ENTIRETY. NOW, THEREFORE, THIE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO. OR- DAIN AS FOLLOWS: Buildings within the City of Tukwila used for assembly, educational, industrial, In- stitutional, mercantile, stor- age, office and multi - family dwelling purposes shall be equipped with fire protection systems which meet the fol- lowing minimum require- ments, quired: A. Sprinkler Systems Re- A fully automatic sprinkler system designed, installed and tested per NFPA #13 (Current Edition) shall be installed In all new buildings In excess of 10,000 square feet total floor area. B. A fully automatic sprinkler system per (A) above may be required by the Chief of the Fire Depart- ment and the Officer in charge of the Fire Preven- tion Bureau for new build- ings under 10,000 square feet total floor area when, in their judgment, any of the following conditions exist: Hazardous operations, • hazardous contents, critical exposure problems, limited accessibility to the building, or other items which may contribute to definite fire 'hazards. • C, Hose Stations Re- quired: Hose stations (stand- pipes) shall be required in all new buildings. 1. Hose shall be U.L. approved 11/2" diameter lined fire hose, 75 feet in . length with an adjustable (fog -type) plastic shut off typo nozzle. 2. Design, installation and testin3 of hose stations shall comply with NFPA #14 (Ct"•rent Edition) with any ' exceptions stated herein. ' 3. Hose stations shall be "wet." That Is, water pre- ' ssure shall be present at the individual station valves at all times. . 4. All hose fittings shall be ' National Standard Thread, . Public Notices Higbee -Cut. 0. Where this Ordinance conflicts with the Uniform Building Code 'require- ments, the more stringent (greatest protection) shall apply. E. Any exceptions to items covered by this Ordinance shell be made by the Chief of the Fire Department and the Officer in charge of the Fire ' Prevention Bureau. Such exceptions must be In writing. • F. Existing Buildings: 1. Existing fully sprink- lered buildings when remod- • eled or added on to shall retain the feature of being sprinklered in the remodeled or added on portion. 2. If by adding on to an existing building, the result- ing total structure falls within the coverage of (A) or (B) of this Ordinance, the entire structure shall be fully sprinklered. G. Repealer: 1. Ordinance #730 is hereby repealed in its en- tirety. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this 21st day of January, 1980. Frank Todd Mayor ATTEST: Norma Booher Deputy City Clerk Published in the Daily Re- cord Chronicle January 25, 1980. T1510 ORDINANCE NO. 1199 AN ORDINANCE OF THE CiTY OF TUKWILA, WASHINGTON, ESTAB- LISHING CERTAIN MINIMUM STANDARDS FOR APPROVAL OF SPRINKLERS IN BUILD- ' INGS WITHIN THE CITY OF TUKWILA AND AMENDING ORDINANCE NO. 1141. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, Public Notice WASHINGTON, DO OR- ' DAIN AS FOLLOWS: Section 1. Ordinance No. 1141, passed by the City Council 'on January 21, 1980, Is hereby amended as follows: ■ Buildings within the City of Tukwila for assembly, edu- cational, Industrial, Institu- tional, mercantile, storage, office and muttl- family dwel- ling purposes shall be equipped with fire protection systems which meet the fol- lowing minimum require- ments: A. Sprinkler Systems Re- quired: A fully automatic sprinkler system designed, Installed and tested per NFPA #13 (Current Edition) and as ap- proved by the City of Tukwila Fire Prevention Bureau and Washington Surveying and Rating Bureau, or any other representative designated by the City, shall be installed Public Notice In all new buildings In excess of 10,000 square feet total floor area. No 'construction of such building shall be commenc- ed until approval for . said sprinkler system has been obtained. Section 2. Except es he- rein amended, all other por- tions of Ordinance No. 1141 shall remain In full force and effect. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this 5th day of January, 1981. Frank Dodd A May Maxine Anderson City i City Clerk Approved as to Form: Lawrence E. Hard . . City Attorney Published In the Daily Re- cord Chronicle January 8, 1981. T1830 USES SO. Fr. OCC. OCC. LOAD DESCRIPTION OF USE Off I 1 1. � �-� L GA RIPTION S ,p i q ., 60 4 4 K% v 7750 ` .1 7L 0 A.vioI.4I1.1 H D C 44 `r f7 I ' GT - Sill _ ADDRESS I (01 ►■l • a . 4� 7-14 '1 (c 5 PHONE 3 2 - 1 Soo ENGINEER/ARCHITECT 14 GS4 .b.‹..E_ •7 ADDRESS aQ 9 $1 p.) 21 Isr AVE S4-,ITS. to I PHONE 10 - 716 ,0 CONTRACTOR PAUL I-4 FI.lai l L .c��I 'AUTHORIZED ADDRESS 13�1e S •�, �'o - " , $QV$ < (SF.C1 - e•icif?. TOTALS /Ili DEPT. APPROVALS — SENT CORR. PLANNING USE ZONE P•Q TYPE OF CONST 2% W. ADJUSTED VALUE HEALTH GRADING CUBIC YARDS CUT 10.20 FILL 1 ` 00 SIZE OF BUILDING 0O ' F PUBLIC WORKS FIRE . (kiKS-- 1l3 / /5'3 .1 ■ JOB ADDRESS TENANT T 7 Go. DATE OF APP X > $:;- DESCRIPTION OF USE Off I 1 1. � �-� L GA RIPTION S ,p i q ., 60 4 4 K% v 7750 ` .1 7L 0 A.vioI.4I1.1 H D C 44 `r f7 I ' GT - 4 rP.A. T 33 PROPERTY OWNER F -A. &Lu ME ADDRESS I (01 ►■l • a . 4� 7-14 '1 (c 5 PHONE 3 2 - 1 Soo ENGINEER/ARCHITECT 14 GS4 .b.‹..E_ •7 ADDRESS aQ 9 $1 p.) 21 Isr AVE S4-,ITS. to I PHONE 10 - 716 ,0 CONTRACTOR PAUL I-4 FI.lai l L .c��I 'AUTHORIZED ADDRESS 13�1e S •�, �'o - " , $QV$ < (SF.C1 - e•icif?. PHONE Cc 3 - 72 • AGENT LICENSE NO. VALUE OF WORK 300 PROTECTIO FIRE PROTECTIO TEM SPRINKLER x �i DETECTOR USE ZONE P•Q TYPE OF CONST 2% W. ADJUSTED VALUE -- -- GRADING CUBIC YARDS CUT 10.20 FILL 1 ` 00 SIZE OF BUILDING 0O ' F SIZE OF UNIT WORK TO BE DONE: 10r- 1 Tr--dG . 1O--1 OF h.I5.uJ O f. 1ST FL. . 2ND FL. 00 . bu t (..Pi , • I TOTALS cZ,_ ■Od I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPUCA• TION AND K TOI E TO BE UE AND CORRECT. FEES AMT. DATE REC. NO REC. BY P.C. I7 f411.0M J =fir _ — S1 NA � / '`'2.-46K V��r B.P. 'V p F �� DEMO. _ COMPANY / DATE '-/I gam' PHONE & -- 7 I G 0 . TOTAL H it,91<<7 18 CITY �r',i � l: ":iJ APPLICATI .r. V n FIRE ' ioiv''Qjj T OF FOR BUILDING PERMIT TUKWILA CITY USE ONLY CONTROL NUMBER 35 SPECIAL CONDITIONS rn�nr� llvl� MAR 14 IgRS CITY of TUKWILA HLANNotiia PLAN CHECKED BY DATE APPROVED FOR PERMIT BY DATE CITY OF TUKWILA ( PERMIT NUMBER CENTRAL PERMIT SYSTEM - ROUTING FORM TO: 0 BLDG. PROJECT ADDRESS cLQ S, /57/ 2 S7 DATE TRANSMITTED ,3 - Ve C.P.S. STAFF COORDINATOR OD . PLEASE'REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW, INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: ❑ , ❑ D.R.C. REVIEW REQUESTED 0 DI AN S1IRM1TTAL REQUESTED f l PLNG. • 0 P.W. [] FIRE [] POLICE RESPONSE REQUESTED BY RESPONSE RECEIVED PLAN CHECK DATE S Z Z 05 COMMENTS PREPARED RV CONTROL NUMBER $ 235 ❑ P. & R. CITY OF TUKWILA CENTRAL PERMIT SYSTEM - ROUTING FORM TO: D BLDG. PLNG. PROJECT ADDRESS 5 2 DATE TRANSMITTED S 2 -- C.P.S. STAFF COORDINATOR 1..S D.R.C. REVIEW REQUESTED 0 PERMIT NUMBER CONTROL NUMBER gY 5 P.W. FIRE 0 POLICE [] P. & R. cads s. ls/ 57 RESPONSE REQUESTED BY 6, 5 g,,4 RESPONSE RECEIVED PLEASE'REVIEW THE ATTACHED PROJECT PLANS AND RESPOND WITH APPROPRIATE COMMENTS IN THE SPACE BELOW.. INDICATE CRUCIAL CONCERNS BY CHECKING THE BOX NEXT TO THE LINE(S) ON WHICH THAT CONCERN IS NOTED: r.sfeb_! O A. ( ei>s(Ltpou D . CkSk (CJ I iplt SP Ui ❑ ‘ . a Os ctrenQ4 eLlw er , ❑ PLAN CHECK DATE PLAN SUBMITTAL REQUESTED COMMENTS PREPARED BY cmi OF TU!'WILA ,... ,1\r 1. 1 0 1985 BUILDING DEPTV airy samtrs aa•.413 VACATED PORTION OF 151ST Street ^ Caw.. 1400. Foa14D ff Kt YOUNG'S HALF ACRE TRACTS Volume 16, Page 37 Records of King County GaNPSJTAT /oNI AMA= 97' x 2970 s1. Qj //Ym L. "WE 1 ` S TorAz.. `At vE 29• Jr S - d &SO. av - rarA " tag. = d' 7t))(5 = -#14.2...5; a� L iv►m[D Awls = t i to *104 owo . Mow. AWMD J • Eg G1VlL DFRhWrNc's5 PAge.e.i:... 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D A- Po LW A (monk t-T 9 Mis-t1 ( t'M 1 / 3b 'imac PzR- NPptA c3 (cotawitir vinroo 'rF / erl'F/ &t r f' fi U f .W t Pik pkaywoortentsi 13tt1Z MN WAC44 U)61 6o (2 t t-•1 06 • RA°1106 02 0 1 F Pl2t 'Atu%g; p L6uAT f3 y •ti GI Nor For 5roi" ELEVATIONS see CIVIL I:)FPAwu -J& OUILI7ING LLEVA-1I0N I understand that '';4e Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approve' plans acknowledged. I .... .. s y.� = iv Date.. r- Permit No. VIGI - -11T`' PAP r 7. 1 S t ST `3"t'ta'.lrE.r 5. 15 Z i 14;!!'11 !I!!.,It111111 1 .44 tosit - r•rwr 17. - .1"; 1141111, . ...:::: 40 , %AINLEVEL (;t.QVA•r1ON = 970 LOWER LavF-4- vArl °N 8 5.u 1 f'OOF P AIN TYP OVERFLOW - *z 11 TYr DITE i c w - - (14 III to C `/ rdol-1,464 „1.r Dfvs.4 Go.YL16* r 5 PLA5t1 151.OGK, 6C- /PN r(! 2 ° 4 , 12•5.TYr 0 r �- PRQNT ef - 1 - e5Acv, 5LOpe i v? 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IsuIi ;!I.1111l1111 li�rlt!II 111111111 11lI111it 1 Itl!Iitthlt111111I IIIIIIIti ItIt 111tllttt tlttlitli itii�Itil Illtllll! 11,!ttlt Y3G >-t ''":71c'777-717.7' SSW +..a �^ e vv Es, +�, '.!-7'.77. : .`j 9F'- • CITY ft ' tI ropi A CITY ds' rgrr : :o.r. APPROVED MAY 2 3 AS ORO inaumstarsi DATE 3 12 -255 Df AWR t7J t7 CHECKED Z M PARTNER &Le JOB NO. E)5 02 co '5 di • V ac CD 4 4 S ) s➢d Cf .ii U 4298 DANCE i DENTON STATE Of WASNitw t FINISH &P4DE TYP EA5T ye, + a 1I O SOUTH h3Ia l:,ow •767.0 632.6 9kYL( &HT IN6uL.Wrec• I(Kf✓C eq -A,s6 Atcerm. FRAMs Vei rruu■ r--. O ru rr•r.rur. 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III! •- •- .... - _._ . , , Ih l r rrrrriii* .. ..r. ■ ..app .rrrr■arar■u/•■ri• Iurr ■r■r /• winos I•1l1111MH111•1111 pM eH GRABS •I Ir(IJlrrt1111111111 11n!1111 11/111111 111111114111111111 111111111 1111111!1 III11119 1111111 Iltl (11 lilllllll I €i 1 YM ss It o f NO1TH . 1 1 o' C y _ •4N1cN STAiI OF WAHINGTON, DATE 3 • 12 • $5 DRAWN DJ C7 CHECKED Z M PARTNER G L5 JOB NO. SHEET NO. LANE OF I OEYONt '' OPe ktfi'o for PL4r ?. TOP PATO AWN t..LV!'L 4 I7 - I.OWf 1 Leval- sfi o TKrERAD &t.AW z:. MAR 3 '9$5 PiN(6j} triko = waiwarif OTT Of NINO APPROVER MAY I 31985 Mar.). L. FN.004.4,41:4* b yC J i..ivau4 C,4.E AT t Vim" 4 vet 11 4 Wrest. /G41),4-0.- , 1646T.A44 -' ANr, ewe, 4 GK.gwt4 Z'. t3 PL.ATG VE.,NT .e IEE44 Tg.41labgb IuTO PARAPeT (..A.NttTY -N re I - CV ' _ c.0 7 /ei 1 4Tu cGo " + 4-P l 4-101. , w44 LATH au: 431144 Pe 2. P1.•K1.•toov 4 1413ATi40r414l 2.X to 401.tD• a 1 a" o. c.. b• • 1 f I•ATT UJ61.0 11014 dI' (P4UM 1...IA144304W IV 4" v1NKc» e.44, It.1SU4.ArE Cs,t,A4'b WN.IDOW, memo .1_ FR,a1.11N* rrLJ 614.1. tO 4 4, •-4 Av-( PAPeg - CA0 E 13, GoRNER. (a0AD AID. &•L ua LAM. a Atr1 Tom te)01-1' "rt- 41cct.�c31Ft 14eADILIL , 1 4 4' IvtETat,. SL.ii:Ev6 w V t..16:4.40111• 2.4" O.G. e b NWl41Ne 00l m 40 PRa1 edt:H END of 4X8 H> AOeI COD (OTE6ali,tc 4 tzwe INSULATED CL‘stlob 1..It1J2ov..4 , M�tat- P124:4-1llJta ; Pt.. 1wd. PAta1• t =t.f+I Jdi 1r i :Y _4-t arise 'o 4 " P RTL=a • or. , i _0101 . ri0 1In 1 t ___ 1r===.•Lsr r A WALL 6E671 OM o " .r. S"•+i. L . , ._ ' 0101. .,�1, 0101 •- 0101..:. -� :.. ~ '•,w:w.'.+.1. (..i.413 611.4- l (P1rA1.. 2o::0 4D1.161V-uc.•T(ON 4.(14C«L..g 1.4E4o +e. izooFimeA 314" M.(woop - CJ t ts. 4E$ 4,TiCUGTt112.4..) - SO tO,ATr It-4444LATLOli Ac.aL„K•Tty T LE 2x*' ( 006. w/ � u 84rr INSOL.A.TioN GOP.�2tc.TE yLA.ta (f,e.E 4 mT zut:TUR .4. ) 4 .1 • to '�PlC.rd.l. Fr C•oNSTIaa TI01..1 GARTST l t /Z C.o(4GR TI< ToPPIt•1t+( 3/4 PL-t 4 O 'T•! 14 ( (pas 6TIZt..tc -r * iO►L.) AG.oU6TIc. TILE. C..rE,IL.I1011a V r 4.4 ra? 4011t.D op TJ l O R. ( /2. d' Nvl...a a■wes c.a.Rre C-ot..44.¢ T1a (ye*. 51'R4.1e. 114.1... !1 (.14." IZtd114? I 1 46u4.6.TIor4 Q IPAJA ee. 42 ' 4. 0 11 0 -1N Q c rt ustvep c. coNGi TE. 64 4.4e111. y r1.1 t2444-) M4FTAl.- P AfM(..101 `" 4....cNlTINt.0 4.0%. CST C.,I J 4T � -ono 2-X e► - _--1 K A 44=1249. 5/4 x 3 max-41w= rat T1.1EEM YE,64Th nre. - I GAL.. - 4.L- JSTR.11GT 1 Oft 1 i x,4 6evE.L&,v GE.DAQ. SIP1144. 134-114.Pti & ?APGA• Pt.�fhycaoP 61+t.►"T44(wr4 2 )'co4.T1.JDb Iv" o.C... b2. - I°i 1SATT 114i 6 /e 41•04,4..1■ WA.1..1 -44LA "V �1 " vm•ft,,,, eiage P1.- Ywoac� c44 Z x 10 t # e.elINCI ( JET` �s rR.uc JRA44 --- IN &ULATep 6L.A65 1.41t•4DOKi , M6:'.TA4- Fi:.AMIWax I1&1 .ATE.o Ca4.A4 t•.Itt-:POw , META•1r F2. MINC1 eutt„PIh4C: G.OL,UMN GtR.iD t -l(JE. 4L�?P✓�, l /4' PBR F+oc$r •-• 4icio Seam C oes eT'IZUGTu r.tAl..) (4) 4 x 4 1"04T C 4EE yr JCaua aj-) I %4" FLAT G -1R.ID Cb11.1A,R -D RAIL 6 111 1 1 011 5 =a %4" ivy I TO.4. Fi.s1 p4INJ�►. CANT FR1 2X Z><V F'IeoM Z><tO B 4 4- T7P (.1)20(10 (Z) q x10 Co" a• Tuttgr (*e.g. f V l t.. NiAt041t4o4 eu.111..DINCi C.OLUMl t c*R.tb CM i� 1 4 1 ,ItiJ 5155!!!1 nuc Irlinni� t1h11► lntlnn 1511 llll ll111111111 111111111 nrrlrm 111111111 nilnn nnhnt ! (111 7• oaC7 ac� .,��.s- -•- '.: =. :.: . -.: .gym--: �.., 1111111.0 iL.Df1�JG 4,EGTI tVe s 1 .01 eamwara c1Y D TMtA APPROVED MAY 231585 i DATE $• .85 DRAWN #3 CHECKED Z M PARTNER COLO JOB NO. 802 SHEET NO. V4) tfA. .�.�a ;�e*`'r11 ?r.;'� IFe«. " -� R8C4!e•ro�� a..�.( �� . N.or AVM. R,C 4 •It,�;u3 ) f - \ { £3''l • N L-s. E.3 , Alit 4 .1e.w t. h1• H. 15.4'I ea. 2.6 = T os3 ° r c.1�.A 1? i p,Ax ( F . c .. -.... �r 13"7. Z n 4. )27• Co -r 4 - rY 6*++«� 4 eK 4. 6Y..� " l i, ' V.1'1_*-( C v ��a �. Tb � = E LE I x : '32 P�9f1 N'1 Y4u Cii' Wit .T OO' • ( B B. C_1' r ea` Z E. Eire e + -. 11,.... - - ft° i F . 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"1ur.4.t. kisi i >Er. d -' •W rirr^.w..My.. r. r...✓_w�..•r•ra.w — iF1Y.-�� w• . , 1 wr - - . tS r if rl t "" tp�,y�l.�yr�'bR'�• R� 2+«.tS..% •w h� a 'M•r,/1 r ,. ) :2c, 'e1gPLr r *.. R • Ft�uNtz c,arst�� EC-�P 2 l G ~ J t)0.6) c S. q. N C+ I: ckt,/a j /I.`/ t -� j •17 1 C {iz MAP k• r1 ^J. it ) . kt 3 • isall,.._ . 1r : L = 74J . " "7 e) zia.r. F - T A• : w � . ' `" .cal - r ., a ♦ w AZT" 1) 1 A tt_ l.t5 k?t'ip Q HYD1tAN I (lry j:>z ••) S . • `i2.s s.E: .r� T�A,'ve ILIONAl11110 SCII1110ETIIIIII CIVIL ENGINEER` to LAND SURVEYOR 2201 S.W.` - SEATT1Z WASHINGTON 98166 1 242.6621; ' ' S5, r Z.p4► Sir`. 52.$4 ,s4s % DATE `? BY r ' wz NOJ`?NIHSVM JO 31 V 19 NM3t1 'ON,, -L33HS 113NikVd •ON 8or .: Q3)403H3 NMV1Ia 70.171C 41 .4 ,.1.74 v ;,„1- i 111111111 1liiIlll 1111 , 1I1111111111111111I11111iJj it 6 I�1u.1 0011w UH!lul U II�II I I 1 a .'J -k7 .:J ! ) l`1r,i (21 . L'l`0+d >V r1 N,) 21.0 '-1 AN N fir �a .� /SI s.7l: w4 • 7+u bb b� " N a� ..I *:dct'•'RfR� v J � w!r�.. e►.rr 7LtT wrl m r1�N 1.0111111 11I1�1111 iu��iiil - a Al VA '7-3(1 X11 'H rrN z. *.L.91 µ }G?b% la AN-- 0i; 'Sea "i� Nia 1" .' dN.W YJ`v , '�'� M - '+11' ' .. _. �� 4).A Oto' L L ' 1 db' b L Of;'S ft 11 M 4eb9 ?Y - 9 se, y.: fu I $1,01 QC. PLAcir l it. G1- PIF, - PACTS £* SUt .F S' MLJ 1' er mw e, , t . N I .p a. Ce,CrirGNI FzE T, NT P 1 ; ePJA arms" e.ovo J Pr.GT't orrw Mkt" A3su .Et3,, Corrugated Metal Pipe" to be Aluminized Steel, Type 2, ARMCO or Equal, conforming to AASHTO -M36 m Ufli f rt Ibm Holm' fl Drtrrrt rr AIO rm'am iit;lmt rrrrl t OPF5PT FAME Gr -re i i Ce•-sitvroci roloteonotsi rr ►L P6Vryt ' I V6 A'f aff oPerN411441 Picealx OVEC,, OSAtiJ '. CoNIW.AY K. Wei CM. SGv,&41 be rE ,, GlaW N NE02 TO , rrlrrrr,rrrilmr milt r.rnrin�i whim, 411;', {sdirtm NV , 4111.4 IF IGeE. e•c\A/ eti TYPeAL PAve ritKI ' 2: LAN e-kae,s A Pt4Al: 'tc. �1 1'�.' d 44" A1 ' i3 skse. --y✓' 1!r 14-N 470, 5t.. l ' 5 ?- r) rJ t . GENERAL SPECIFICATIONS, All work shall be in accordance with "$TANDARP SPECIFICATIONS FOE MUNICIPAL WORK$ CONSTRUCTION" prepared by WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOC - JTION,1981 (APWA). And the CITY OF TUKWILA, WASHINGTON, unless otherwise noted. Redding for pipe shall be Class "R" per Ai'WA, standard plan No. 62(Pea gravel from 4 inches below pipe to spri ngline). Trench, width 40 inch minimum or 14 times pipe diameter plus 18 ".whichever is greater. Backfill shall be placed in 6 layers compacted to 95% of maximum density. Paving shall be Class "R "'asphaltic concrete per 'APWA `Sections 27 Concrete curb and gutter shall be APWA Standard Plan No. 2, Type gutter shall conform to APWA Section 40, Concrete shall be Class of cement per cubic yard of concrete) non the shal l sl n be s a s shown to p APWA �SI�ckion and s CITY OF TUtCWII A' Standards. Joint n on the drawings. Concrete shall be Class 5^ (1) or class 6 (3/4)'`(5 sacks` of cement per yard of cement). xcava and building, areas, all structures and = slabs on grade shallbe in accordance w th recommendations in soils report by "TERRA A T E S , INC., PROJECT REPORT NO.142 Dated Feb 8 19B6.". See project ASSO I tAtrliAt.r Witt-1W t W ONA '� � DATE *•i2.•55' 429a ; \ "REGISTERED .- ARCHrfECT DANCE �. ENTON STATE OF WASHINGFUNI:' 0.: • FOOT I LI G 5CI-I E L) L. E... MARK DI ke16. r\1 1 CJ lol 4 5 R�,IIJFO CII.JG .Re, 1A ; AN i5 -�- F1 1' - Q- " Cowr S" ', -*5 Cowl 52. 1 - 401' Cowl" e,' 3- * coE'..IT : . 5 3' -a .- c " I'-O' G2- ait•. u t a`t' F~ 4 4- " -O" 42-o" I L ' '7- EA tA• ( Pp '5 4'_4v1, 4 1 " '9 li'4, E-p► v.th f PCA " -c./' 5 " >d " I " `7 - i'5 EA 'JXY 1= ? 41- o" C v =C.7i' 1-°'' 4#4 LOPJG 4j %' ;Yr - t S 4 •Al- Kts�Y FS z'-o" CONT. lo" 3 - 5 GONT 4 "CONC, a ?PR.; t4 / SLAP, �n..r,.. 1AUN3111606 nul/.n1.A...�tM Niwi ► +r•.AM 01..aw.asa. • arc.; 0441 vititt f[rls itevr .w•t mM.:Qss etwawromomiegirrfte I! . , ...cno,.a..c ■..r w •...e,.rw r • SOP 1301-0' ,.: ,!/LiK7t:4~7t, &S1F71 1lW71#C? - t•, JV 'MIN . ?s" kM71R.uRiwr. @h. iMMY1R�i1 ti'XifC'F3 +c531• 41 "CGi aL/ • w( (Q•Ado- W1.4 liF Nee: ko Mi4. vp rbAckiloect Fate DR, +►1N11.i61 `' o off . + Ids: (iV•r (¢#5' -4" T? HA -5 RD -'2 c! 4 itel WALL IET;WAL.L Rtr WALL RW -'5 TYP Iq , -0 11 1 1 s 1- 0 ( 2 ) 2 1 4 ‘ 1 , . / . 1 1 . . " . e 11ft N eAmosie r Ha _ Itei" WALL i 4 Q (2. -O" 4 itlettvoi T: 4�' � ,? —.1' 8 9 , 10 11 1 1 14 15 + ,i�"�11 I ,111I"ni 1111i;m 1111111 ! 111111111 111111111 111111111111/11111111111111 111!11111 1111 1111 (111 FIRST p Mer L.IOT'g._: V. 00 - 114PrrOki taw 1 E.t..> J. t* T P4 'OM 1 S , Dt' O1 ,COga. Arj0a,L\ -. £LL.'S!. b. 4D . lire 3c"Vtt sHeA i.L. t�t�Xt v�tN�►, 4. %!,41,t . s4 $1•‘.2: ► v•1004,• 4 Co', zQ )LZ TOW •S'. le I.. '¶YP IMO bt t.n 2.3' • u Ka -5 ESOP BV `.3.4 o � o r 0 CPC0MC ‘4,14..14 WALL Ail' li)P dl P Y- IA'..4... .. SECT Mss • :3 r'D RECENOW ant OF 1* APR 3 J 1985 1 . CITY Of TUKWILA APPROVED MAY 2 31985 S N04ED N CITY Or TUKWILA APPROVED MAY 2 31985 leRllh . . gan g?1, STATt OF .,WASfiii9Gh • 0 a 0 ,s1 f::• q6) DOTE sFF 2 LAI.15 FOR 5IMP I 4 01_00WU "TYPES . LOCATIONS .r_ • 0 , c r 0 Gs-7 1�1' - !fi n 2)(8e io 111111: ��. MK. •... .. ' _ .' _.._'Y •T]tA1 111„7 _ _. . .. r s,.'i,,. • r slral4 `_... foot x 22 GL r / I I t vy 1 ''. x 25 G L 6 . I /2" PLY TYP 152-104E, ROOF 0 1 2 X10. Q 1(.. O. G, ` � ,�,r 2 x l ©�'. _ (3)2X6 t.TUOS BI•IG> of WALL 2.X4 FLA PLYwo©o 2'/2" O.G. OTHER c 1 ►.J'r E R. HArcHa ( HOT 1~ : ALL COLUN11JS 1 1.1 'STUD WALLS SHALL 1-4AVE l ;'t►THLEAInD 5TU ©5 cV 4t 0 WELDED TO COL. FOIL- Z(4 STUD COWJEOT100, s I�R.AM a .C�ETAII t37 . SLAG,. ft ALL uN UPPORT80 406E5, NAIL PLY w /10 SOUI�lDARJES, tO PANaL. EOGIES 4 ! :1a d '12A Cy,G. ' EADIAT6R -A RY . 5uPPO .TYP. W ITHI N nilnlin"I 11? 1111 {1111 1 9 1I II 1Y 1 ' 14 15 nhul niih nnlnn ln►hnllnnlnn nhll in llnl i I rlll in nlllnn nllilnl :Oh ,4 6 s 1,0 A i(o VZ G L 2X8 I("© (D CL ..�. K 55 4X(2 NOR.. w/ 3) 2X to STUDS A. eWO TYP THIS LINE ME2 FLUOR Fr'AMING PLAN -0 1 4 U M xeo w ( r , c 3 Vii K I(o' /Z GL -1-42 .AJED ZOO F02. 1-(OL 1700 W LI TOP OF CON C,. HD -2 ,7* x 3 X 1G4 AL z • lJ HO -2 TYP 15 PLA61r5 TH15 wt.:E sW4 TYt? THi5 L itqM U5s TYPICAL SHEAR. WALL HOLDOWN'HO)DETAIL t21•0 12 23' • ' F 65 u0.2 1SW 5 /26L E 5s 5W -4 24"TJL @ Ito" O,c. vax 2ICyL ss SIMP5OI4 NOLOO IIN (HD) 5E5 V 7 =L-0012, �=RAt'1uJ Fog, Mooet, Jo. 4 LOCA TIONs GL,OO .!O I S "I' OG a4 2 ltirSO►J 1 (HD). SEE OUODATIOW PLAN FOIL MOOF_L �a. 4 LocA'Iowt, HO -2 HD - A FOR., pCLDOWKJ // / 655 G v A BOV S � 065 - 5!exls GL _. c ' / " TAI / Q ru," 0.c. Css B55 Mss CITY OF tuxwiu APPROVED MAY 2 31985 1 APR 30 1985 illaassera REGISTERED ARCH TEO Zenith L McManiga . I MATE Of YAWN : ON E1 CITY OF TUKWIIA APPROVED MAY 331985 AS NOTED H COLUMN G!-iEDULE MARK COLUMN TOP It BASE 10 co t c1 RE MAR..K.5 C I T 5 5 X a X 1 . 4 simrsoU cco5 5I-� ATN (I�6 N hoX IQ " b. . •" CZ T5 5X6X'/4 i ' 5 Ec 1l,1'fKtc %ItItxlt q� i :0x to"t,8 5W - z TS 5X5>< Y . 4 rcliciPosre4 ECCE4TI.IG1 ,, �q. �K IO A13. bASE I � -r $i _ ..t_ C'4 1 3''1X K 1 4 V::: EC .( ►JTR„ 1t~ S 4�. X s �c z �,` w ) 4� x 1�9 p. �. 'se ft 1 T I: `r -_ C5 T'S svix 3 E 7p 3 EC4e N7 IC SvJ - 4 ° NO ) 0 0" A Z 1(v C TS31/2XVIA sIMPS4 4x53i9i r) IV#XS L.S, G7 r5 3'txY y(4 'tX 4 11 1,X7 "4 10 At E cceNTLI =MI 54 )14,x01 3 /4.' � x10A. E.c.cal :TO45L.1M146°- SEIE .... ■ ••■•■••■•=mn.. F tt►ME ME Vlos-71J etc pEEgLSRAMS C 8 C9 Cl O T$5X5X 4 44 T55X5X q6) DOTE sFF 2 LAI.15 FOR 5IMP I 4 01_00WU "TYPES . LOCATIONS .r_ • 0 , c r 0 Gs-7 1�1' - !fi n 2)(8e io 111111: ��. MK. •... .. ' _ .' _.._'Y •T]tA1 111„7 _ _. . .. r s,.'i,,. • r slral4 `_... foot x 22 GL r / I I t vy 1 ''. x 25 G L 6 . I /2" PLY TYP 152-104E, ROOF 0 1 2 X10. Q 1(.. O. G, ` � ,�,r 2 x l ©�'. _ (3)2X6 t.TUOS BI•IG> of WALL 2.X4 FLA PLYwo©o 2'/2" O.G. OTHER c 1 ►.J'r E R. HArcHa ( HOT 1~ : ALL COLUN11JS 1 1.1 'STUD WALLS SHALL 1-4AVE l ;'t►THLEAInD 5TU ©5 cV 4t 0 WELDED TO COL. FOIL- Z(4 STUD COWJEOT100, s I�R.AM a .C�ETAII t37 . SLAG,. ft ALL uN UPPORT80 406E5, NAIL PLY w /10 SOUI�lDARJES, tO PANaL. EOGIES 4 ! :1a d '12A Cy,G. ' EADIAT6R -A RY . 5uPPO .TYP. W ITHI N nilnlin"I 11? 1111 {1111 1 9 1I II 1Y 1 ' 14 15 nhul niih nnlnn ln►hnllnnlnn nhll in llnl i I rlll in nlllnn nllilnl :Oh ,4 6 s 1,0 A i(o VZ G L 2X8 I("© (D CL ..�. K 55 4X(2 NOR.. w/ 3) 2X to STUDS A. eWO TYP THIS LINE ME2 FLUOR Fr'AMING PLAN -0 1 4 U M xeo w ( r , c 3 Vii K I(o' /Z GL -1-42 .AJED ZOO F02. 1-(OL 1700 W LI TOP OF CON C,. HD -2 ,7* x 3 X 1G4 AL z • lJ HO -2 TYP 15 PLA61r5 TH15 wt.:E sW4 TYt? THi5 L itqM U5s TYPICAL SHEAR. WALL HOLDOWN'HO)DETAIL t21•0 12 23' • ' F 65 u0.2 1SW 5 /26L E 5s 5W -4 24"TJL @ Ito" O,c. vax 2ICyL ss SIMP5OI4 NOLOO IIN (HD) 5E5 V 7 =L-0012, �=RAt'1uJ Fog, Mooet, Jo. 4 LOCA TIONs GL,OO .!O I S "I' OG a4 2 ltirSO►J 1 (HD). SEE OUODATIOW PLAN FOIL MOOF_L �a. 4 LocA'Iowt, HO -2 HD - A FOR., pCLDOWKJ // / 655 G v A BOV S � 065 - 5!exls GL _. c ' / " TAI / Q ru," 0.c. Css B55 Mss CITY OF tuxwiu APPROVED MAY 2 31985 1 APR 30 1985 illaassera REGISTERED ARCH TEO Zenith L McManiga . I MATE Of YAWN : ON E1 CITY OF TUKWIIA APPROVED MAY 331985 AS NOTED H 5HEAR. WALL_ 5CHEPLILE • - MARX 5TUD5 �IZ S1-i e'L `CG T� KAI (INC* SILL AN. I ±NO eerseiAleKs sPC,G 5I-� ATN (I�6 S W -I zxCo ;Co % a 5a)E. No Ad COOLER @ '7 "n c Ilea 6"0.c 5W - z 2 X ( I 5 43'6+4 EA SIDE YE5 ‘d cCJC?LF_.R 4 "0 � 5/4,. AB t2 4'- "0, c 5W - 3 EX to i(o 4 PLY'viDO1? vFiS Do 4e,. fo' EM ES 0ode12 "FIELD loci@4' Er�GI:s Io�� ,2' FIFO RiPag 8 OR - 5/8'4 A.5 g 4-cY o • 5 /8 .. 0A•6. @ 4 0 SvJ - 4 ZX(v 1(v i2 P YWODD .1/ Ec q6) DOTE sFF 2 LAI.15 FOR 5IMP I 4 01_00WU "TYPES . LOCATIONS .r_ • 0 , c r 0 Gs-7 1�1' - !fi n 2)(8e io 111111: ��. MK. •... .. ' _ .' _.._'Y •T]tA1 111„7 _ _. . .. r s,.'i,,. • r slral4 `_... foot x 22 GL r / I I t vy 1 ''. x 25 G L 6 . I /2" PLY TYP 152-104E, ROOF 0 1 2 X10. Q 1(.. O. G, ` � ,�,r 2 x l ©�'. _ (3)2X6 t.TUOS BI•IG> of WALL 2.X4 FLA PLYwo©o 2'/2" O.G. OTHER c 1 ►.J'r E R. HArcHa ( HOT 1~ : ALL COLUN11JS 1 1.1 'STUD WALLS SHALL 1-4AVE l ;'t►THLEAInD 5TU ©5 cV 4t 0 WELDED TO COL. FOIL- Z(4 STUD COWJEOT100, s I�R.AM a .C�ETAII t37 . SLAG,. ft ALL uN UPPORT80 406E5, NAIL PLY w /10 SOUI�lDARJES, tO PANaL. EOGIES 4 ! :1a d '12A Cy,G. ' EADIAT6R -A RY . 5uPPO .TYP. W ITHI N nilnlin"I 11? 1111 {1111 1 9 1I II 1Y 1 ' 14 15 nhul niih nnlnn ln►hnllnnlnn nhll in llnl i I rlll in nlllnn nllilnl :Oh ,4 6 s 1,0 A i(o VZ G L 2X8 I("© (D CL ..�. K 55 4X(2 NOR.. w/ 3) 2X to STUDS A. eWO TYP THIS LINE ME2 FLUOR Fr'AMING PLAN -0 1 4 U M xeo w ( r , c 3 Vii K I(o' /Z GL -1-42 .AJED ZOO F02. 1-(OL 1700 W LI TOP OF CON C,. HD -2 ,7* x 3 X 1G4 AL z • lJ HO -2 TYP 15 PLA61r5 TH15 wt.:E sW4 TYt? THi5 L itqM U5s TYPICAL SHEAR. WALL HOLDOWN'HO)DETAIL t21•0 12 23' • ' F 65 u0.2 1SW 5 /26L E 5s 5W -4 24"TJL @ Ito" O,c. vax 2ICyL ss SIMP5OI4 NOLOO IIN (HD) 5E5 V 7 =L-0012, �=RAt'1uJ Fog, Mooet, Jo. 4 LOCA TIONs GL,OO .!O I S "I' OG a4 2 ltirSO►J 1 (HD). SEE OUODATIOW PLAN FOIL MOOF_L �a. 4 LocA'Iowt, HO -2 HD - A FOR., pCLDOWKJ // / 655 G v A BOV S � 065 - 5!exls GL _. c ' / " TAI / Q ru," 0.c. Css B55 Mss CITY OF tuxwiu APPROVED MAY 2 31985 1 APR 30 1985 illaassera REGISTERED ARCH TEO Zenith L McManiga . I MATE Of YAWN : ON E1 CITY OF TUKWIIA APPROVED MAY 331985 AS NOTED H STRUCTURAL NOTES CODE: ALL CONSTRUCTION SHALL CONFORM TO THE 1982 UNIFORM BUILDING CODE. INSPECTION: INSPECTION BY AN APPROVED TESTING LAB SHALL BE PERFORMED FOR ALL REINFORCEMENT- AND CORIETE PLACEMENT. DESIGN LOADS: ROOF LIVE LOAD FLOOR LIVE LOAD STAIR LIVE LOAD WIND SEISMIC •__ - LATERAL EARTH PRESSURE 25 PSF (SNOW) 100 PSF INCLUDES PARTITION LOAD) 100 PSF 80 MPH EXPOSURE 8 ZONE 3 40 PCF EQUIV. FLUID PRESSURE FOUNDATIONS: FOOTINGS TO BEAR ON SOIL OF 3,000 PSF MIN. BEARING CAPACITY. BOTTOM OF :JOT - INGS SHALL BE 1' -6w MIN. BELOW EXTERIOR GRADE. REFER TO SOILS REPORT NO. 142 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 8, 1985. CONCRETE: f'c = 3,000 PSI. MIN. 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94 LB. SACK OF CEMENT. MAXIMUM SIZED AGGREGATE IS 1 -1/2 ", MAXIMUM SLUMP IS 4 ". ADD MASTER BUILDERS POZZOLITH PER MANUFACTURER'S RECOMMENDA- TIONS TO ALL CONCRETE EXCEPT FOOTINGS. ALL CONCRETE IN FOOTINGS AND WALLS SHALL BE POURED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE ARCHITECT PRIOR TO POURING CONCRETE. VIBRATE ALL CONCRETE. SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615. GRADE 60 fa,brgrr, EXCEPT #4 AND SMALLER BARS MAY BE ASTM A615, GRADE 40 (fs - 20,000 PSI). LAP CONTINUOUS REINFORCING BARS 30 BAR DIA. 1' -7" MIN. UNLESS OTHERWISE NOTED. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. MIN. REINFORCING STEEL IN SLAB ON GRADE: 6 X x W1.4. LAP ONL TFI LL MESH AT SPLICES, MAXIMUM CONCRETE COVER FOR REINFORCING STEEL: FOOTINGS WALLS EXPOSED TO WEATHER WALLS EXPOSED TO EARTH WALLS INSIDE FACE 3/4" SLAB ON GRADE 2" ABOVE GRADE 3 1 -1/2" 2 " J5Io STRUCTURAL STEE : STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36,000 PSI. EXCEPT PIPE COLUMNS SHALL BE ASTM A53, GRADE 8, TYPE E OR S AND TUBE COLUMNS SHALL BE ASTM A500 GRADE 8. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". ALL BOLTS SHALL CONFORM TO THE LATEST ASTM SPECIFICATION A -307. ALL WELDING SHALL CONFORM TO THE A.M.S. D1.1 REV. 2 -74 "STRUCTURAL WELDING CODE ". ALL WELDS SHALL BE 1/4" MINIMUM UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE E70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S. PREQUALIFIIJi JOINT DETAILS FOR WELDED CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. ALL WELDING SHALL BE PERFORMED BY A.W.S. CERTIFIED WELDERS. GLUE LAMINATED WOOD MEMBERS: GLUE LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR STRESS GRADE COMBINATION 24F -V4 (F6 = 2400 PSI). ALL GLUE LAMINATED MEMBERS SHALL BE FABRICATED FROM KILN DRIED WOOD. GLUE SHALL BE CASEIN WITH P00 INHIBITOR. BOTTOM LAMS SHALL BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER.. AITC STAMP AND CERTIFICATION REQUIRED. FABRICATOR SHALL SUBMIT 3 SETS OF DETAILS AND SPECIFICATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRI- CATION. TIMBER FRAMING: ALL LUMBER TO BE DOUGLAS -FIR, "NO. 2" FOR JOISTS, RAFTERS AND LIGHT FRAMING, PLATES, BRACINGS, BEAMS, POSTS, AND TIMBERS, CONSTRUCTION GRADE OR NO. 2 FOR STUDS. ALL TIMBER SHALL BE KILN DRIED. SEE PLANS FOR EXCEPTIONS. COMPLY WITH THE LATEST EDITION OF THE N.F.P.A. "NATIONAL DESIGN SPECIFICATIONS" AS MODIFIED BY THE U.B.C. FOR ALL STRUCTURAL TIMBER REQUIREMENTS. ALL GRADES SHALL CONFORM TO '"WWPA GRADING RULES FOR WESTERN LUMBER, 1976 EDITION ". BOLTS HEADS AND NUTS BEARING AGAINST W000 SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PREFABRICATED ROOF AND FLOOR JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANU- FACTURED BY TRUS JOIST CORP. BRIDGING, BLOCKING AND WEB STIFFENERS SHALL BE PROVIDED AS RECOMMENDED BY MANUFACTURER OR AS NOTED ON THE STRUCTURAL DRAWINGS AND NOTES, WHICHEVER IS MORE STRINGENT. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE STAMPED BY A LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER. \ O x 3 X 101/2, G l. &'sk1© GELD atX8 .warm 0 T5 5X5 X ''/I(o STEEL FRAME SEE O'ETAIL tt 1 a ^ f 3 q!ttft nttttil1 I1n !MIMI MIIM1 I I,IlI111I !MIMI III!II!II 7 5IMP5ON STi0Z340 OVER, PLY W/ 2.X4 OLKO UNOER. GTR oN • co 1 '8 X 1D' /.G1: 4Xs -.r11111 G'S(o GOOF F2AMlN6 PLAN \ 3'/8 X 10' ral.• `r [ V 5 v8 X IA l /'1, GI L C / -- c gS7 -aI� ,, 2 r -'T L Q ALL NSWPO PIR� ?t:p . PLYx4 w00 LA b E :S BS . i. PL i• / I O d 2'12" o c. r $OUNDAQI S , K 10a a 4" o.C. a OTHt.RR PAN ©A!5 4 t o of INTERMEpfAAYE SUPPORT ?Yd WITHIN M TCNEO AREA L5e 3 IO G►L. (2) 2X(o STUO5 EA. END TYP. LINO. Kam, co . 3l/8 < I Ov1 C4 L ., (.5W - 3 TYP THIS LINE FLOOR AND ROOF DIAPHRAGM: APPLY 3/4' TO PLYWOOD (48/24) ON FLOORS NAILED TO JOISTS WITH C 6" o.c. AT ALL SUPPORTED EDGES AND 1Od COMMON WIRE NAILS @ 10" o.c. AT INTERIOR SUPPORTS. APPLY 3/4" TO PLYWOOD (48/24) ON ROOF•41 /2 ".PLYWOOD 24/0 WHERE INDICATED FOR CANOPY SHEATHING) NAILED TO TRUSSES OR RAFTERS WITH 10d COMMON WIRE NAILS @ 6" o.c. AT SUPPORTED EDGES AND 10d COMMON WIRE NAILS @ 12" o.c. AT INTERIOR SUPPORTS. BLOCKING OF INTERIOR EDGES NOT REQUIRED UNLESS NOTED ON THE PLANS. ' MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THE CONTRACTOR SHALL PROVIDE TEMPORARY I3RACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHI- TECT FOR REVIEW ALLOWING TWO WEEKS FOR PROCESSING. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIt4ILAR CONDITIONS NOT SHOWN. DO NOT SCALE DRAWINGS. '(U.N.O. == UNLESS NOTED OTHERWISE). 12.' --QIi f 5 X I(0 G L 38 3 4 5'7 4X 5 /3' /$X10v2GIL Fr— x „ .P e�� - `? s( 8 *.; - tit 5 X ICY SW -1 5 X10/ Cal.. )r /cN SW -1 G S� 5 4 1 1:I.”( T YP 5W- 3 r -1 4 D54, • 5IMPSON NHUp . IZ5 TP A A b$40 SW-3 1.3 i q�l —010- 65 �-x>3 6 W - 5 / 1 ;' C $G A 4X8 22 4S "O.'• 51r1P501.1 HNUG $.126TF 3's X13'2GL XI 341. BsG, co Es D 22." TJL. t 4eoc A% 3'-O" tA 56, • 3! / g X q GL @ CANOPY O BELOW . 3' 1 S >t 10'2 GL vs." 0 ROOF A3OVS -(2) Q.% IO z CANOPY BEI.00/' b - -- V2" PLYWOOD 3 I /8 X 9 GL R CANOPY "a 6E LOW ;y oi/fIngb innttbi loA tt I 4 4101. OUNINOMPV sa O' Q 0 a 1 i1 ( <g) CITY OF MORA APPROVED MAY 2 31995 Ito E e, t7° &LS 455°2 R EINFOIZCI NG 5GHE DULE MARK 12, BAR.!; 5 - eAR5 T- BARS Co EARS P-SARS F - BARS PW - I t3 @a,,4C. 45e1..oc *die I(p'O. G , Poi L ApL. , ., Q G 5e l'tq,�Q.G. R.W - 2. _ ay (Z "O.G. i '_ p f °`4e 10.0.c,. as;, L s I 0.G,1t4@'.' O.G, „ rew - 5C 1(o„o.c. n4ef2"A.c... °5 � G. L o. 45e Ivo.c-.t4 pq . , o . c - SHEET TITLE SE CT IONS L RETAIL' LNG WALL §CHEDULE MARK ' -I - MAX 13 A G - T RW _ I ;'3'- 4" it-Cp. _ Z, -0►, s -- Ga" i ' -Q ,: RW' 2„ q' Q W_O" S " i '_ p f RW - d - (0 „ d ,- O,, „ , -, q ,, e-01. 2125 First Ave.Suit101 Seattle Wa. 98121 622 -7160 IMINIMMV MIIMGOMMINIMMIMINIIIMMOMMEJ • Pil GR.AOE [LI \l• VARaES NOTE : I '' R.OoR MUST aE. POURED tcURF_A PRlnit To 13ACKFILt.IN6 AGAINST WALL 4"4 °RAIN TILE IN GR,AVSL- Poc,KET. see ARCH. DWNGS 1— VARIES VAR. IFS (o "MINI _. N R - BARS --- PL''f WOOD NAILER. STRAP 1 r 7 .• • • • • • see 2' FLOOR SEGT. FOR QETAILa (: TOP �= OF WALL. G Ir /t' CLR . x --- - x 67- ;7p s -* y �a� D ar f u0 a '3Ec:rldN ,'SEE PLAN POP. TOP OF WALL. K:LEV. ( TOW) S' $AR.S -- T-0ARS 4." GONG 5LA6 UI3 AR.A S 6' �� `,,// 3:\R‘` S E PLAN FpR $OT, IOF I =TG ELr-_W ( 5.0.F) 0- BARs x -- FADE OF CONG• $ST 5HEAR. WALL PI5.R ScNEO SEE PLAN FOR TOP OP WALL ELEV. (Yaw.) 3 DOWELS X 24 "ac. I'_o" I 4 "C -ONIG 5LA(3 ON C R.ADa i / .4 � n v iti -w 5 X Z'•b DOWELS e. --- - -- S'` CQNG. WALL Wi *5 VeRT iB "O.L• •4. 1.4012-12 10 "O. G. • • ColDTING PER SGI i � SEE PLAN r-OR 1 pP F1 o kezr ) (2) 2x 12 JOIST 3 1 G0I\IC. SLAB 3P OF 13ARS MAY 4F UT Al' 1 4 WALL NEIGIrIT WVF FOo . KL� % e • • i f '1" a If 0.c, 12 2H (MN _ 4 LFEDFCQTIG DETAIL /i h 2 X _..____W G l0 X �//(2) " /8 p B 1 IA. JO151 '5 IK3 "A. G WALL ..,.. — �t3' CONG , W SE E SECT.'C) F ______ ____g_r. WALL € SIM, 5F G1'. -'• FTG PER SGHED. * h r---- CM a 9 10 Il 1 i 1 •.i�Jn inti ; Irrihrtt iIIII!Itl nnlnn rrnllm Nib; nnhrn mai Maw! nnhrrr rf►rhin NooK. ToP 4AIL6 . I. L3 COL' I t I -J • • s.ECTION COL.. PER.5C.bieD 2 - -1000TINA NfIQ 3t -He.O 1 /2u X t-0 etAck Q 24" O, L. SAWGt.IT ciReAse, eRo(OMiT a 14" SLAQ) _.._ 5I -TEAR. WALL PER. 5Gi-1eo. 4 COL. 7 • hi F TG. PER Sc.N 13b. SECTION 3 L3REAk SONO w/ Cur2.ING LOVIPOWNO a I4'Couc. cAwTILEVEREO SLAB Sri/' 12 11 0.C. EA. WAY TOP 4 I50T TGM � 5 O)W E.t.3 . I13" O. C. Do NOT E ?LT lrl1D w.w,is THR.IJ JOINT jjoTe• Kr 14'' SLAB EXTt3IJO REINF TNR.0 SLAB ,rOIUY (CJ)CON3TUTON JOINT DETAIL L A Ott g sea SGI-IEOULE 5ECT ION r • COL PER. S GHEO • EXTEND Iv /viF. 2 ' -p" UJT0 14 I NON - GROUT UNDER. BASE f .g POOi -LNG P. SGHED #inv MAR 13 1985 . WV Of WNW smimeWlia APPROVED MAYRR1985 1►5 ill SNOISIA311 I I I(s I l 2125 First Ave.Suit101 Seattle Wa. 98121 622 -7160 IMINIMMV MIIMGOMMINIMMIMINIIIMMOMMEJ SHEET TITLE SE CT IONS L 4298 DANCE ST4TE RF.GISTERED ARCHITECT J. DENTON OF I.YASHINGTON E Of h ' c ; .4 • : . WA:, r t. k- DATE • 12 DRAWN E C3 CHECKED PO PARTNER &I S JOB NO. 5502 SHEET NO. "I • Pil GR.AOE [LI \l• VARaES NOTE : I '' R.OoR MUST aE. POURED tcURF_A PRlnit To 13ACKFILt.IN6 AGAINST WALL 4"4 °RAIN TILE IN GR,AVSL- Poc,KET. see ARCH. DWNGS 1— VARIES VAR. IFS (o "MINI _. N R - BARS --- PL''f WOOD NAILER. STRAP 1 r 7 .• • • • • • see 2' FLOOR SEGT. FOR QETAILa (: TOP �= OF WALL. G Ir /t' CLR . x --- - x 67- ;7p s -* y �a� D ar f u0 a '3Ec:rldN ,'SEE PLAN POP. TOP OF WALL. K:LEV. ( TOW) S' $AR.S -- T-0ARS 4." GONG 5LA6 UI3 AR.A S 6' �� `,,// 3:\R‘` S E PLAN FpR $OT, IOF I =TG ELr-_W ( 5.0.F) 0- BARs x -- FADE OF CONG• $ST 5HEAR. WALL PI5.R ScNEO SEE PLAN FOR TOP OP WALL ELEV. (Yaw.) 3 DOWELS X 24 "ac. I'_o" I 4 "C -ONIG 5LA(3 ON C R.ADa i / .4 � n v iti -w 5 X Z'•b DOWELS e. --- - -- S'` CQNG. WALL Wi *5 VeRT iB "O.L• •4. 1.4012-12 10 "O. G. • • ColDTING PER SGI i � SEE PLAN r-OR 1 pP F1 o kezr ) (2) 2x 12 JOIST 3 1 G0I\IC. SLAB 3P OF 13ARS MAY 4F UT Al' 1 4 WALL NEIGIrIT WVF FOo . KL� % e • • i f '1" a If 0.c, 12 2H (MN _ 4 LFEDFCQTIG DETAIL /i h 2 X _..____W G l0 X �//(2) " /8 p B 1 IA. JO151 '5 IK3 "A. G WALL ..,.. — �t3' CONG , W SE E SECT.'C) F ______ ____g_r. WALL € SIM, 5F G1'. -'• FTG PER SGHED. * h r---- CM a 9 10 Il 1 i 1 •.i�Jn inti ; Irrihrtt iIIII!Itl nnlnn rrnllm Nib; nnhrn mai Maw! nnhrrr rf►rhin NooK. ToP 4AIL6 . I. L3 COL' I t I -J • • s.ECTION COL.. PER.5C.bieD 2 - -1000TINA NfIQ 3t -He.O 1 /2u X t-0 etAck Q 24" O, L. SAWGt.IT ciReAse, eRo(OMiT a 14" SLAQ) _.._ 5I -TEAR. WALL PER. 5Gi-1eo. 4 COL. 7 • hi F TG. PER Sc.N 13b. SECTION 3 L3REAk SONO w/ Cur2.ING LOVIPOWNO a I4'Couc. cAwTILEVEREO SLAB Sri/' 12 11 0.C. EA. WAY TOP 4 I50T TGM � 5 O)W E.t.3 . I13" O. C. Do NOT E ?LT lrl1D w.w,is THR.IJ JOINT jjoTe• Kr 14'' SLAB EXTt3IJO REINF TNR.0 SLAB ,rOIUY (CJ)CON3TUTON JOINT DETAIL L A Ott g sea SGI-IEOULE 5ECT ION r • COL PER. S GHEO • EXTEND Iv /viF. 2 ' -p" UJT0 14 I NON - GROUT UNDER. BASE f .g POOi -LNG P. SGHED #inv MAR 13 1985 . WV Of WNW smimeWlia APPROVED MAYRR1985 1►5 ill i SILL Ist AIJGNORAGe PLYwoOD PAN JAI►wl' PLY EO4E t►JAIL.ING Tyr VARIES VPRI ES lo" MIN See SEtT ®- L • - TX !s 0LKG / - 1/4" PLY GONG TOP. ,/ 4: / ,, n III TJL PE2 PLAN `SHEAR WALL PER 5CHE1? - co,G. RFT WALL SEG T iON A COL. Pert. SGHEO -2_.•. TJL Peg. 'PLAN �--- SHEAR. WALL PER, 5CHED1 r+ i i I �F_GTIC�N �L� , �GL t3E AM FINISH GRADE �I. SEE SECT 1 p PLY PANEL EDCxP 1JAILt1JC 7 "2 PLY - -- KeR.F fM `4 x BRN'Ca I . x 7 I4 , w /(Z) 3 /4" CO M.S, WLLO TO COL. 4 BRN' G it. SRN' ' �.: (1 /4St's /4x6 5 Qtr`'. ; /'b X 5 '/S x to WELO TO COL. • • J s SECTION SWEAR. WALL. PER SG14ER7 3/4" PI., ( 1 v1: CONC. TOP, TJL PER PLAN C, 01•.1c. RET WALL: PER 5ct -4E0 '' /4" PLY HEADER pep PLAN s • TJ 1 PER PLAN WEE STIPP. BY TRUSS JST• p TJI BLOCKING PANEL SHEAR 1/ALL PER f CHED. • 2.)2X4 PLATES w/ s/a "GIs A.B. 1 SECTION TJ L PER PLAN GL bE.AM ZX& t9 14" 0,'.. `r! /5IMPSON U23 E r.:►•D 2 XS LEOGE6t. '5/8'+ A 6. i2 52 c - CON6• RC: T. WALL TJI PER. PLAN W8,13 STIFF, BY TRUS5 TJt 61.00KING PAt4I L GL 13e AM 'COL., PER. SONE O. (4 cw r I IJUeS To Ri ooF sti) (0" CQNC. WING WALL WAY € R2"QG. EA.. 9 mlim nitlnti nm7tn tt '1thia iiiilti t1ittt►t i fiiiliiii tnihitn lu tliin 114 n 11 CM R.ETARNINCo WALL SIMPSON HUG 412 WELD TO COL. if HEADER PER. PLAN -- r - r - ' SECTI (1)) Cl/. X 2O.7 STAIR STRINGER. I 'I, pee IsGkiED �G BEAM r X to PLATE ON TOP oP GL t3M w/ Roc' e IZ" ,G \\ 5IMPsON tie cis 5P CI I AL W j(fo 3 /4 "4 A•8 KF_ R.F tt, 1 /4 % (ox V ' - O' ■I(i) 5 /1."4 v1.5. WELD TO cOL . 4 BRN 5E C.,7 ION STEEL COL. PER. BONED, CAL SEAM COL. PER. SGHEO. (COhl'T 1 N U F, S "1' O !Loop sm.) \�- gRN'G ft '/2 x K to WELD To COL. n (Z)2X10 H012.. BR. .A • ft '/2 X4 W/ (! )' ' �d� PARABOLT WELD TO STRINGER SLAS e TS I A NE© SIR.INGERS ft. s x S x e w (4)6/3"t ' M.6. WeLO it ¶0 STR.INGEIL STAIR STJNGE. ETAIL PIN GR.AOF tit PER PLAN SECTION CE,' SECTION - PER. SLNED. (0-'8@ U'aG - 1r1O0 K DOWN e i EAST ELIO s IL � \ . — • NOTE. EX TEI.tO C) %M 5AR.s gA�K IIJTO BLDG TO ELIA ©r 11" SLAG. SE E PLAN • 'SHEAF. WALL. PER. 5CI-HF_D SILL ft AtocHQR.AC TJL PER PLAN i4" SLAB . see SECT 894 FOR R,E►ts,tF. • 4rES a 10" ac... CITY OF TUI'I,WrImA APPROVED MAY 2 31985 AS,mp TJ I PER PLAN WEIR STIFF. BY TRUSS JST. `5111P5Ot1 MIT 351B N. 61. semi PER PLAN CITY Of TUKWIIA APPROVED MAY 2 3 1985 AS WILD WILDING DIVISION REGISTERED ARCHITECT 4 h a. w 8 Q CLi�r ►IVI z a Fix EDGE' V4:' PLY NAIL r sect'. PARAPV" P. Arz,cH "TJL PER.. PLAKI .54EAP.- WALL PER- E6TIONI EA) -4/4 0 - 3 ' 4 1- PLY PARAPer PER ARCH DWNJG 3 4 ' PLY S ECTION - S10.1■■•■• 10■INNE■IIMINO. TJL PER PLAN 5ECTION 5EE SE4.7101J 0 FC)R NOTES Wr-114. TS To COL. AT GR■DO mu f PLY EDGES OAILiNC.2 qtYr TO 6E • _ 5 /e" tA 5• 7..) \— GL r5eAti PER PLAt-4 3 TJ1 P. PLAN. pLy. KIAIL PER PER ir-ic,Hal) HEADER PER PLAN 5HEAR. WALL PER. 5CHED GIL BEAM PER PLAN ••••••••■■■■••••■•••■■■•■■ TA. PER. PLAN E C.- TIO I■1 tIttlim indult N." PLY 1 4." W/IOd (0"Q.C.• AT PALIEL EDGES 4 10.4e veo.c. ceti,i7ER.MEDIAIE sUPPOR:TS. 13LOGIte. ALL 0146UPPOIETED Foche.5, Z$4 STUDS e 1 47 41 0.‘1 cguppLe. WALL kr PLY TJL PER PLAN TJI PER PLAN TJL PER PLAN 1 WEB S'TIFFEWER. SY muss JOIST TJI eLoc...icit4e, PANEL willmiti 111 fu m nt i tHiI kt" PLY) 111111111 tivrtiiu 5ECT1ON •-• CM mti Li 'PLY eDGE I h" PLY HeADeFt PER PLAN HEADER PER PLAN . GIL BEAM Peg. PLAN 14 PLY 4X4 Poo' w/simP- soLl ePc POST GAP TOP $ ear. 14 TJL PER PLAN PARAPET PER. ARCH 7 - 3 /4" Pi.•( '/2' PLY t\IAILINC PER sec1. 1 PLY eDGE NAIL 3 /4" PLY TJ PER PLAN 'LAB LetacieR. \4/(3)1, tooti A. STUD ' PER PLAKI IWEB STIFFEIJeR BY ITRUS5 JOIST TJI 5L0c-K1146 PANEL - 51-IA R WALL PER. SCHED. EC (G) 4 l'SIMPSON ECCO 'COL. ,CAP lEGCENIRIC COL PER Isc.HaD. '3E C1LQN.kD 61. BEAM Beyowo V.i.' PLY C,T I ON PLY ED6E MAILING HEADER. PER. PLAN PARAPET PER ARCH DWK141 TJL PER PLAN 3LOCKINcA SWEAR WALL PER Sci A GL BEAN"' • PARAPET PER. ARCH. DWNA PLY TUI PER PLAN - -TS 5X 5 PER PLAN 4:0 STUDS - 1TOP 4 SOT. WELD 'TO 'TS --SHEAR WALL PER sc.,Nerc), SECTION 011.1.1•••••••••••■. i 1 /4 . ' PLY ECT 0 N TJI PER. PLAN 1 SlIFF r.A`" IRV-J(3 JOIST -slt-ipsoN us5io/I4 , oe ctr arl VII • t; • e. .V101101. • CITY OF TUKWILA APPROVED MAY 2 31985 AS NUIED — 101 . 051114151WOR" - "' 2 t- o. w 0 0 CITY OF TUKWILA APPROVED MAY 2 31985 A WILD VIS • ZenOti Mchlaffigal ()F • 11• 05 ef3 00' &L6 3ET I N 2.x(i) WOO I WAILER PLATO S /g "bMi3 @ 24" O.c. (STAGGERED) S /e' 0 M 6, e 24" O. G, (STAC,GE12.Fp) • 5R.NG. /8X5)01 w /() 3/4" 5PL 4c. r1 ►.J OF COL ft W /(4) (PM 4 TYP CONN GL BM PER. PLAN I6U-1 SBN GCO cOL ICAP -G'L PR SCHEDULE t_ 2'"2 x 2' /2 x' /4 / 1 Y P. BRACE 2 X(o WOOD NAILER. PLATE L 2. 1/2. x 2 TYP BR.AC,E CONIC. R.ET" WALL t ' L SIMPSON HHL$C 3 12; WELDED Slue" Or COL. s It '/4 x 3 w /(I) ' ' Cp AS01 MPS. TO EA ME(1I3Efz WELD Ft. TO coL . TYP CONN, TS 5x S X /% 7EEL FRAME ELEVATION AT LINE Ca 5IM AT LINE F• SECTION 2 ..Ji... 2'/2 X 2 x t /4 2.JL 2'/2 x 2'/. X'/4 r RJG. ft X • 9 1 /2 'r WO) 3/4 c x IC7" M.b, iQ CIL BM PER ?LAW A 5i M PSO rJ EcCO Coln I CA P(TYP. ECCENTR,IC CAP) COL. PER. SGMED r 5 /$" Ass R.003 w /TuR.1.1aUCk.LE GLEN ! It II if ln I I(od8 8'`o.c EDGE NAl1L! t*lGri' R � St.4PE, 1/4" /FT. TO EAST p= .. +j <2) 4X 10(TIZ,GATED) 3Ac'K ttv4.XtoX7w /l4) 3 4'0 M. ea, 11-12.,U CAL• p CEI.ITER. t . k4 X C. X et w /(2) 9'f" g) M.3. WELD CEI`I TE 9. 'r0 BACK I . Pr C.OpJC. sLAs W /fox(0- /__ W1 "4 X WI.4 W. ' 3� "" PLY / � f(flzxla. "I0. c ( TREATED ) X---- l-tsPE 7 6‘.OP (2) 4 X I(, <1 R.EATED) it * SEGT ION 8 9 10 11 12 14 15 Inrirrrr milim ruihu, mrhur it�ilrilt >rtrinit lit dim ii Ilnr Inllnn r SGTIQN_ «:•� 11..4 51-lEA2_ 0/ALL Z Sink C c :.i Sil,L. ft ANG.MPR.AG,E 504 SECT. r2 ROW of ;Od C t, 0, c. r / " " / E)LOCK,IIJ61 PAID .. 3ETWEEk+ A a wig Zx 10 BLIK.G. a SUPPOR, mss. OMIT wHe:Fet PIPE OCCUR 2x IO I(o "O.C. (TQEATFO) / " PLY L PER, SGN F_ D. r TPU55 MAP 'F ACT UR.E 'o SOGAT;; PANEL PQ!I47 ., WALL- 4 OEStcsti FOR. Live LOAD 'SUPP ✓R1' CAPACITY 411.4P5'N A35 TYP, (21 2X IC) EDGE TYR 1 (4) 404 cONT. POST TYR (T2.EATED) 2x !Z ®LK(a SUPPORTS ( IT WHERE °IPE OCCuR.S IL 5• ON (D) BAG1:..It 3 , 8x7x I' -(." w (4) fret- IR.uCOL f'�I G PE. et" X a" x we LD TO BACK f `' , '.JPPI R. CF...N TEK. Ka WELD To BACK st 4 Bern. Ft . LOWER. CENTE.R. ft 9 /8 x .NitE. LID TO PACK. ft 4 C3a G tje . SEE SEc:T I~� FOtt = OD1+NG 3' °0 " 14 ' H g. D W '5 GL BEAM PI^R2. ^LAN DAP GL COL PER, SC�Eu! E 4x 4''YZxO- " t' -o " t(pX I(, CONC. PLINTH V/4 - VEfZT 4 - TIES S" 0.C, AT TOP • ' 'TIES t3 13"O C.. EXTELID TO (SOT. OF FYG. 5/8. , "RZOD . SEE Sect i 3 � - on 'ECTION `H SE ION �E L4x4x - 3" 0-) 4-X4- PO' T (TREATED) •.. G EN - reg. 3 ' x 12,x I"' 2 W /(Z) 3 /4"4 M B WELD TO 5RC, �- G i` IJT I12 12 V4 x 3'/2 x I ' o" E A . SIDE w/(2)3/4"0 M. 6. WELD TD 13R(a. 4 Ve CENTER, ft I3R.G, it 5 /e x lox IO w/ (4) s /4 ".1) x tO'Af / I swim— ANI 3 3 198 CITY or TUP WIL1 APPROVED MIY2 31985 AS WILD WILDING DiV!Sl W' , .n 00 3 J co CITY OF TUKWILA APPROVED MAY 231985 $0110 • y . • ”1" ..,4.•crereeseeieeealei.o ..■,;...e.; • , , re, . x '•• ' • • . • • s' P r sz 17'4V - ru L t-itt-A 1-11-1 so' ee t 2 - 7 1 -:r()? L..11■1 7.1 -0 . 6 . >7 - V14-1 IM EL , 90 05 Pt- 1 1 1 1 1 1 1 1 17-1 6 201 ■•■•• 6 l o 41&#,J 0 -I kie J 2:•141 E 0 • e 6 e ' "..61-1-.1-::)1 21-1 :41- 7 0 1: 41i I , 1 0. C 7 41- - 611.2, CAS E1 NJ C-1..Xe) 114 Ap t-Les 'T‘rPb 17:- r.-RAtt 1 4 19 - 01 co r - x , A t 1 4 c . . r- 4 rLAK; (-iv. . eie eereemereeeweemee..... ■■ep-oe 6.E r`fer_ 54 111--t RIO 05 E-L- 19,10 59 EL. 1 1.90 1 ,1'-o l x 244 p I 351 GoKITTo_ sreLcr g 54'"/ 0114 c. r-r.6- C-OVE c_ e toy, Pt. 14 Sat' El, 110 90 _ Lti _ - ei6teror JA" iCE - \I vl t•J 661\J e-p *1 X EL. 1 -51 _ 11)1 - -41 , P 1; 6 iirrepz EL .0 .••••••*•■•••■•■••■•••■■■■■••■•••■•••••101. c••■•• •••••• ••■•■ Et.....•>1 61/ 51.1 ••••••••■••... •••••••• 1 1\ i l k r_ 1 1,1 :)( 6 ti r. 14 05) VA 0 e 0 s)--et.) 1 r pAitQl: rie. e.z.: p c P 1-.1111-1 1?,)■_,1 r1.41 1-4rn-t n-rE ;' CA 114E_ t„.0aN.1' OK.; A'-, Ot.J CM c ."77fr.r. ) !A 1( 049 NJ AsPi L'IATC.rt Ei. K-31 .6,-r e 260E. ••••■•• mr••• x E. / ts / NY 69'9.12/ • • 11 11 4 111111111 111111111 Ittlk(111111111 1 5.2G c,F. . or" r 4 - 1 -101 l4 PEAL:) Et- IC/ lcI el-1 NO PA; /S,q • • • 3 5' A4-1„ e.31 &I.N, 1K1 cif I. 1, 1)-f 5:- 9 7--: (2),0 Op- IA 611 11-)K t 1 NCS, 3r ) ON E.g RJr1 z.2- r EA- 1c.0 c„A, 7 , 1 o it.1/.F . S?: avr kr) kr k I Apg 15 1916 L 11 NO 1 N.... e-;)dot•J L1-1 r." i 9 110111 11141111 1111111111111 t-464,.1 ravrett-Ir 4 E 0 I 6 - 1 -.1-v6/ , .4 • //4 I 0 E t 6 ..2 F. , ...... C.... I. b-IcIF...7 A142 cf...4:41 1 ` '6 r r ..; 7..' I Ki e21.. ()•• 01 -- 1?.: Or•-■■■•••■••nr. /<(//ktc. AP u-:-,.rent When the out hem 14:15 W..W.atred tey the City of 4. o ri , .,ras reentrued f the sewer • 21, n)rdinated the tl't ; Pa....f.q.:4-..qtt fro.r. the `.:/wner (Bree t: Yetr's re;re$entat. ive Larry tl iv • 1 - 1 11 recorde'.! permit . 1 ,.1)..O - -- .•/, , • . UN' 1 Ki I, P r c,r--• 0 .0 .?„ < - • i 211 1 e: rt. ONN 5e.t...J EX- ANA' 15 - 4 _1 40 ° .11100■011.10111/1.1fl • 6 1(0, 4 1a P..x ;T. .. eit.11"" 1c1 - WM. •••••••■■■• - r co9 elm va.vel Gi$.51 1 si'?p 121Pce( I s:) )0 Gt.) rzE3 ee cc 1 Z14 1jJ 4EIVE12. _ H5.. 12.! --1 `12.4 r\) lfl 6 12,22. , uJ 40 SHE PARYHEN JOB NO. 03.02 V - i ,K n * M 4, 'i l`rIF 'ro I ‹.)Lofy, X FLAT1 .-= E F-w'114 411•4 OL J CtO9Skkk i4 �?! PlME PL.; .c;Ior,I 4c . G1 - 10QD LENIc S Ar ck;, ©r•-- GU r'r 54, T'rP Gut : t✓ Ft4a. � ` - - Co To 1 OR FLA I +F" 3 J• 8 •r0t.t_oPE OK PLOT - 1 - e ra. M, 1', W *t r:.t,• o 1411.1 1eAMF • 4 T p.,6,N •0 I4L TYrlux,, P,•M SE6rIoN 51-FE-Er 61-- D�.1"AI L TYGlCA4. I I„' N t. wA'( IDK,I G N.r.e . ti 3 Tip t.,.G40I1 -3: sET'IocJ A r wA e:rp 1 e4 - Il)�Itt; i , 1,1._, ( .•Gar wow r- Me 4 I NL- r . /' (OLY rt2u1JI .Y 4 4 ) N Tyre; T1, • ALL rim L. FAI'_T5 ANP '`, csits E5 1.1 Uzi ee MA1PE cF 6.14.- N1ZF p G. CeAT o �.. icN PEsisorii.wr G P G OVo N PI:- OrEGTIO N MUST eE ASCU eE ®, Corrugated Metal Pipe to he Aluminized Steel, Type 2, ARMCO or Equal, conforming D ,- � I � � to AASHTO -M36 �� of -M' kAite PBr }J no!J 2 Ft..00 6oP ..r, 9YSTtri AP1.•.1A 41 ' • c,Aty. 4-5 eTE,(?e 15 P ws.t4 0 C - 6(14311 K6 F v 1`-a r Nr SE.E PCAt%1It.1(a G 1 exlST1 h16. pce5r14Au rAVS.H N1r �. " KJ .� /g' ► I ' - d o )--- s, 1 A I V.4. ( M I+' ,J0445 12.15` e$ 0.4 WA'fE c T rTE GA. &ATE Wrn.f M11J. $" 'A, vA e-5 CM ►?l t►te i t 11 rtt nnlmt milli,' nnlmt 11ttitr►t tmI11n 1tn11111111111111 maim 111111111 111111111 11111111! riulltni 7 - cm �. � � iCa= ttiL.r .a.ar;- ?13R'= ='i.al ...F::�.>; ....,.z• -..itP.^ , ax.�a?i-- ::$+3. n. ...., r_.. s* :.f�. 7777. -.:•. _ QFFSrr 4C,Ale IGT / rcA,.{1..1TIONI .::'Li 1e L PE V e I5 al t 81.- E A� G1 r ersil NG► PI tE 1 .-Y Ova_ -r- CH GOO* GAP.4 -rr'lr &we 15 21914W 1r.IEr -0 TO • E k, FemE e - 1 ; 6AW. t • I `, 4) og i c, 12.I&41 OF t-JA Y (52 ir' Avr wUe SoUTLi') Ir r e> , 'w GLi'r" •TyPI �L. PAye vie Nr :C10 N GLASS S • ASNAL:rsG. GD N6C.e:r 4 AT'e QA se __ __.•... 1'' t ROW 6P./ VP L r I r d)G.P. MIL. ..L.pPEC) •`a ° !Q 0I'' to - ri - r w f•?$ G,L, '-tD rat. AAJD <1t# G•O/EE 52 VENUE. St�1..t~r1 erma GENERAL SPECIFICATIONS All work shall be in accordance with "STANDARD SPECIFICATIONS FOR MUNICIPAL WORKS CONSTRUCTION" prepared by WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOC- - ATION,1981 (APWA). And the CITY OF TUKWILA, WASHINGTON, unless otherwise noted. Bedding for pipe shall be Class "B" per APWA standard plan No. 62(Pea 4 inches below pipe to springline). Trench width 40 inch minimum or times from diameter plus 18 ",whichever is greater. Backfill shall be placed in 6" layers compacted to 95% of maximum density. Paving shall be Class "B" asphaltic concrete per APWA Sections 27 and 34. Concrete curb and gutter shall be APWA Standard Plan No. 2, Type A. Curb and gutter shall conform to APWA Section 40. Concrete shall be Class 5 (12) (5 sacks of cement per cubic yard of concrete). Concrete sidewalks shall be located as shown on the plans and shall conform to APWA Section 42 and CITY OF TUKWILA Standards,.Joints shall be as shown on the drawings. Concrete shall be Class 5 (1=) or class 6 (3/4) (5 sacks of cement per yard of cement). Excavation and bacfill for building, parking areas, all structures and slabs on gr.de shall be in accordance with recommendations in soils report by "TERRA ASSOCIATES, INC., PROJECT REPORT NO.142, Dated Feb 8, 1985," See project Specifications. sEaIoJ P e•Ut7 �itG11U►.1�a r mo) P! w E kit i 4� 'r AF F PE r I I..., Ti'l'l AL l IM C�LIA� 'PAIL API4A 4 xAN t Pp P1. 71 leo 4 1 0 - C6e t.►4 q p P --v ' - Niel. 46'.k;.. vizkue., SEE M a i l _ 1 1*' 9t a " tc ► '4" I •--., itteds N• EXt FD • Cum TAI Tyre. a AP DTP. MAW lit 1 L �u N.t6. 0 : k- w W c — i - - w w X j 7 J; I- m 0 C T � cm R � G r� • c • /" Ilit.fi Zenith L. M..: ki n: �� ; STAN CF 4A. ;; i: DATE • 12.85 DRAWN CHECKED PARTNER 0 L.3 JOB NO. 8502. SHEET NO. (1 CD V - i ,K n * M 4, 'i l`rIF 'ro I ‹.)Lofy, X FLAT1 .-= E F-w'114 411•4 OL J CtO9Skkk i4 �?! PlME PL.; .c;Ior,I 4c . G1 - 10QD LENIc S Ar ck;, ©r•-- GU r'r 54, T'rP Gut : t✓ Ft4a. � ` - - Co To 1 OR FLA I +F" 3 J• 8 •r0t.t_oPE OK PLOT - 1 - e ra. M, 1', W *t r:.t,• o 1411.1 1eAMF • 4 T p.,6,N •0 I4L TYrlux,, P,•M SE6rIoN 51-FE-Er 61-- D�.1"AI L TYGlCA4. I I„' N t. wA'( IDK,I G N.r.e . ti 3 Tip t.,.G40I1 -3: sET'IocJ A r wA e:rp 1 e4 - Il)�Itt; i , 1,1._, ( .•Gar wow r- Me 4 I NL- r . /' (OLY rt2u1JI .Y 4 4 ) N Tyre; T1, • ALL rim L. FAI'_T5 ANP '`, csits E5 1.1 Uzi ee MA1PE cF 6.14.- N1ZF p G. CeAT o �.. icN PEsisorii.wr G P G OVo N PI:- OrEGTIO N MUST eE ASCU eE ®, Corrugated Metal Pipe to he Aluminized Steel, Type 2, ARMCO or Equal, conforming D ,- � I � � to AASHTO -M36 �� of -M' kAite PBr }J no!J 2 Ft..00 6oP ..r, 9YSTtri AP1.•.1A 41 ' • c,Aty. 4-5 eTE,(?e 15 P ws.t4 0 C - 6(14311 K6 F v 1`-a r Nr SE.E PCAt%1It.1(a G 1 exlST1 h16. pce5r14Au rAVS.H N1r �. " KJ .� /g' ► I ' - d o )--- s, 1 A I V.4. ( M I+' ,J0445 12.15` e$ 0.4 WA'fE c T rTE GA. &ATE Wrn.f M11J. $" 'A, vA e-5 CM ►?l t►te i t 11 rtt nnlmt milli,' nnlmt 11ttitr►t tmI11n 1tn11111111111111 maim 111111111 111111111 11111111! riulltni 7 - cm �. � � iCa= ttiL.r .a.ar;- ?13R'= ='i.al ...F::�.>; ....,.z• -..itP.^ , ax.�a?i-- ::$+3. n. ...., r_.. s* :.f�. 7777. -.:•. _ QFFSrr 4C,Ale IGT / rcA,.{1..1TIONI .::'Li 1e L PE V e I5 al t 81.- E A� G1 r ersil NG► PI tE 1 .-Y Ova_ -r- CH GOO* GAP.4 -rr'lr &we 15 21914W 1r.IEr -0 TO • E k, FemE e - 1 ; 6AW. t • I `, 4) og i c, 12.I&41 OF t-JA Y (52 ir' Avr wUe SoUTLi') Ir r e> , 'w GLi'r" •TyPI �L. PAye vie Nr :C10 N GLASS S • ASNAL:rsG. GD N6C.e:r 4 AT'e QA se __ __.•... 1'' t ROW 6P./ VP L r I r d)G.P. MIL. ..L.pPEC) •`a ° !Q 0I'' to - ri - r w f•?$ G,L, '-tD rat. AAJD <1t# G•O/EE 52 VENUE. St�1..t~r1 erma GENERAL SPECIFICATIONS All work shall be in accordance with "STANDARD SPECIFICATIONS FOR MUNICIPAL WORKS CONSTRUCTION" prepared by WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOC- - ATION,1981 (APWA). And the CITY OF TUKWILA, WASHINGTON, unless otherwise noted. Bedding for pipe shall be Class "B" per APWA standard plan No. 62(Pea 4 inches below pipe to springline). Trench width 40 inch minimum or times from diameter plus 18 ",whichever is greater. Backfill shall be placed in 6" layers compacted to 95% of maximum density. Paving shall be Class "B" asphaltic concrete per APWA Sections 27 and 34. Concrete curb and gutter shall be APWA Standard Plan No. 2, Type A. Curb and gutter shall conform to APWA Section 40. Concrete shall be Class 5 (12) (5 sacks of cement per cubic yard of concrete). Concrete sidewalks shall be located as shown on the plans and shall conform to APWA Section 42 and CITY OF TUKWILA Standards,.Joints shall be as shown on the drawings. Concrete shall be Class 5 (1=) or class 6 (3/4) (5 sacks of cement per yard of cement). Excavation and bacfill for building, parking areas, all structures and slabs on gr.de shall be in accordance with recommendations in soils report by "TERRA ASSOCIATES, INC., PROJECT REPORT NO.142, Dated Feb 8, 1985," See project Specifications. sEaIoJ P e•Ut7 �itG11U►.1�a r mo) P! w E kit i 4� 'r AF F PE r I I..., Ti'l'l AL l IM C�LIA� 'PAIL API4A 4 xAN t Pp P1. 71 leo 4 1 0 - C6e t.►4 q p P --v ' - Niel. 46'.k;.. vizkue., SEE M a i l _ 1 1*' 9t a " tc ► '4" I •--., itteds N• EXt FD • Cum TAI Tyre. a AP DTP. MAW lit 1 L �u N.t6. T 60,4c, ame 4 G rree. Zem!R ! McMa'ii :.,AT{ Of WASH' • C It ' . N c,a + R.iy►J -T, 1 APIA& -' free wtrH e.I . -1 . (ormE-. &r'IJ4( M t ciao iyo ,(1 c' 1 ,brwi ‘,.5.11}1 F.!,, 90.0 15 "C iP 41 ate •! t\V E N.1 . Aptvor ¶ Xixrem. D- . 1 41 . ' � go.ov "' 1 tJV. Ea,,, 81.1, . tiN E t?:ar: F V a, vFne't 1'•4 T 1010... ,c:''.,cStls1 • 1010._. - _..._....0.010. New AcPA -T To MATG ' ► EXIST: A1" SIN9g 42.9'.6" ctla+e'r Hl)R17 1 1D' V :I T _1010 _,..- :1010: 0 .l. �t+Omfo •Arireo m.11.."....O,s11.1•S OOO /1MO 1010 VW Or Fx6r:/k4 WALT E,DbI . a . 1%r. `✓erei kS h. VEIN a 4 .;0UTH 1 -10 -- -- -- Z WOW ..... ., _1010 1 . kv A\ N' Ua'- soUTi IIMMOMP Mar r i o r' l i. E 4 H � RT j't 2' I 4 L. 15.0 ! & tea•` ' "Moon, omoommor %go Aerlsi CM rtflulllltlit�!Ifff t I MI 111111111 111111111 1 1 1 f< , ►nthn1 nnhln 1i111t1n'dm, rmiilt1 mrilm mil11n�tmtllt! milt!!! 1Ir!Ifi11 1 MOW I. EI—av (43.05 1010.... -- -- • -- {�. — 'MP • O 610. 14.11 owe, OOP, WS'r, M RIM �.t:.. r. xxwr; G GUPe 1 0T I4 . J 17 - ra S O I »F r -i T F - r Li 0 z 0 U1 1 90. eft,'''C' t8 Lt0 T • '7 ?O5 . . _ 6 T 8 = "/ C a E -: - - ----r- I C)72 't..•? C A.v. EL_P'V.'`) 1..Na j \e061-4G.: - t U � N Ca 1-�1 ?) 5• q5.. 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LEO SCHItO TICIr EVIL 'ENGINEER at' ;L., ND7SU VEYOR 2201 S.w.132ND S SEATTLE, WASHRNGT - 6.1 48166 - 4 242 - 6621 DATE 1 ‘-t(:)-B5 p ooz pPav .ww 1I LEcIA1,,. PE6GRI P'TI ON 4 1 4 TAINTED 9 -c CC. , 67 /Went& T'Yr tYr f 5 F'AFW-rIN& L.or 9EE CIVIL PI mviNbg r-01 PlhtiE={VfstONS • beT - A+Ls 14 PA1N' PAp'GEt.. A , ` . 4 1 Ye:n. 444 1-44.4a Ar.•RE 44,6001.DI 1...1:2.► TO THe PLAT RLG.tO -©GCS l 4 •J0I- t I crr cam' P1-01,16 ,A,T4, , P. 3'1 , 14 N U c b u,,T -r , 1...JA6∎- 41►...,h - ry r..► . Tr-4A 1" PoR.T+c*a 6a ce !? tz.1 t,1C71 C. U t-.t N SU PE. F2- I be- c...okJitx , Gd2.0.44 *` 5 ' 442-154 . 'JTAt T # 1 `rodseii:;t1.4se. ;wdt i l•! 1144X P'045t -i dtw vA.c..411E1> 60. 1 5Tt 4ET ■C7JG1+►- tt+r►c51 11A41 3 A t-1A ATTAc.H gY C)PCt 1"+typra OP. L."104. INDEX, E 1CTG t*-+ atz V 4 5 . 1 1 vM4 �JEGTI oN To Pa6txAPw+c.Aa t 4442..,/€'( '4 +T. :alaz■D 61 44 DE. TAt L.S 617E PLAh4 INbraX VIG.IwIIT -t N4P,6►EN.1ERA.L Nc►1 - a c.cc'E. 0•rc t:;AaIIREatEr4fl , t r DE6r-- izPTt at.i 1. cwF.ia. �t.bcXL Pt., .t4 t 4TA.+ t2. ',EC.71 0t..1 , ae.tt.M,ce.oGl.1 F1 E∎40.1 l oN t%4 4 FLo"e. PLtinJ JOB N0. 802 SHEET NO. PARTNER GLG DATE 3 IF 8 5 DRAWN D H7 CHECKED ZAA sot 1 4[ J £$ go +5 13UILDIH6,3 GODE REC ItZEME JTh CODE 7_DNIN(7 OCCU 'AN GY UUILLIN& TYPO PARKIN& &L4A 35 - 1 O WALL. iwrto• I/02 'UBG rnOMSSIONAL CRO) 5.2 V N 14 5 • GOMPAGT' 1 • HANDICAPF' Zo • Td rAt_ INSuLArION IFccor E 50 WALLS R- 11 FUR O WAt.i.S R.- 11 PbuPDArioN R 7 12 9 0 et-6445e, cotirOP5M `t'D t.A -i'Eyr AmI` oN WA )H (M6rt71 N 9rATEE 64465 c..05 WAIL-L-4 GL1 SKYL>Itmtfr 01349 tip 1597 err° '02- 1868 104Qj = IO2 75% OF bU , g MECi4ANI CAL Aro eLECrIZtGA L. To 0E 01 DI E R DESI &Nt3D An t> WILL KEQUIRE SEPAhATllt, PERMITS -REVI`SEp &K AM F X15T►Nfs 64 see CIVIL PRA`CJ1A14 L H5 219.52 Ni °17`39 P UNIPER &tweJ ' CoNNEC,7t0 TO t, sEE GML F _.r SE i 4114 POOTIN& 04th4 pAYt.tbFtt GIVtt Cr%AWIt160 z11. 11' N l 31 E FLPW *pour 6L•UPB cRic'1er; GONNeG'VCP t0 ye/Ito' TV' -) CA/MC Wes, 4O0 eLOvAr /A NERV=Y C12.111 CAL Dw eN9loN . PATIM15 ANLl 9RAl5Ec pt~tloRTT Ga, wotz,Ir- f EMtKORS AND om,g 1 - 0 114E Al2ccitrecr IhwLbt4rELY N WItIrIN& CoNrp.AGroP‘ $HALL Veit tpY ALL SITE coNornoNs + LOGArION DISPOSITION OF Ek161" tN6b UriLtT1E5 PIIiAENSIONS to ct OF WALL. ARt IN DiclvTt D AS PIME'NSLONS TO FAGS OP WALL AIIE iNptGp PO NOT VARY OR MODIFY THE WORy S4-IOWN, EXGE1~' tllr r c2N WRIT skIsTr UC,T FPOMtt PrRGH1'C'EGT ' t- hu P L& AP% t�4 W CLU5l ORGPBOLTY O; THE AH.6, -1 tTEGr ANt2 MAY' e5a T1 -+E9E 1'7RAWIN65 AIIit� �x GLUS + d arsmissioN ot +QI"'+,cHlrEGT_ AUri4okaZEC7 ti@PRGDoCri NsMo.e.r 6F„Alas rW0 NAMES O1 rNG AP,cH1.roc- GONTFiAc ra)K 15 RESF'ON IP,x,.g POP■ ANY AND ALL. C7EWATE+atlNb c'IP 1"Hp_► SIT'(✓ THAT 15 ItkEQUtR. o i (,X,(e A l G ` # 1� �i 7 li � . l y - 0.1:.rAttiaP AmbrsIsreA ralz. N lit tiki3 cc oppwit' W-tberttaAu) C ' ab t3 ' T &t y c rue.wIcN rte*. p=Ztiv A?f''t: vSOWMU AND v1/4146i,ANOToN tNb BOCZ 4 a2. my d t'N-F -l2. re-411-PRet.$ PirtiPPArEP f3te . 1740 ocry Si.l "IN:CT TO INTi ^, "1:'1',;tici•' <; :+ TH ? '•;Y €N1i)Ni'3 %:iil;K)iiii'1'. Er. : ;'O4 3, DATE Its 'LEN Li { t).1 I~ OU T ..»... MALIAN r SMITH, I ■1C. PLAN I31:VI1:. FCR COMPLIANCE WITH THE FOLLOWING Uttl dNANCES ONLY � CM „r i �In ±lti!IIIt 111111111111111111 .� litd11l1lnnj1J,1 4 111111111 1111 tll Iltllrrn rllllllII Illl�llll Illltllll 1111ltt11 1111��tirIitlilfll Nor Pops 5Prr ELEVATIONS SEB GIVIL I $AwiNDI e ISU1L.pll,ib L4LrVATIONf MAIN LEVEL e+- VArTION = 970 :awe L,ev�c tVVArlot • 85. VIG 111/4-1 Ir( HAP 151 sT E.er /;;avErrLow oor PP AIP1 TYP * 2 " Tyr *Ire 9I PAY4.16141 , Pf;4NTYARU 0E reM54 % Y 5FLA5H 15‘0 4.14, eGtlPrER a wtimo .Z1T 0 Co) 10.0' q4 32 t pp yy r { II I I 24- 1 tt !!lllfi1l1111f MfFISIFf`. `145�li1?ft6t � tl!ift�IC3 lIEt, Fri "• `.�l;dililplfl(?l :;Ei¢IT�f� {C i¶ij !Ci!rt Pil�l �,,Ith n r: kp D aKt, 1V0017 col,. Sc,A$ 6111.11•10 1011.0T:i. ■■••■■ .s.nis wa Ilmr rays. W r•rt W,. f1� o• 5TA11 SECTION }V» 11 T? E4t 5 Q 10 < t6' to" +rya Ira. Jrr. yar. - _A a..a.r S 01•1r !Jr w NIIIM• ir• aiNIMOY arrr .rr 'tl'G tw- r - f! 111■016 41.11.• $1 0 0 6A. PA N6 w /GoNrtaPILL, 'arK+ttb ..•e MTYVT M 3 ,tea meet, "" 12! o" a■. — .a.r...rr,..y., Exr ,atee , OuCp - rr, ce PLxw moaD EE 2x4 Q (6 ° C.Cr- .. trp PLo 7R cola�T 144 1 - d C7/ M O ALL, 12 air.y rear away 1.s.. ®ATH LEVATl4N NUM I1M1 A � RI NI NI IN MI MN - wwI up 7 — 12't0 a OW OF mUNMM1a APPROVED MAY23 z 0 N W I -7- L 4298 7tEGt TERED .ARG,HrliCT WCF . " QN STAT OF WpMHI DATE DRAWN t7JD CHECKED Z i \ PARTNER frLS JOB NO. 850Z SHEET NO. ". �st 111111111111 111111 f1'o „ eft 1DOE GANOpy o!r LOW 12! ON 140 d O1';, 4L1 1 9int � fittlfltf�t tttillIftt■tt lffiitt! ItNttfif ttlif11,jf Itt1I1 1t flAif I4!1! * p. SHE T NO. _DATE 3 • 12 • �E3 DRAWN pJ ARTNQEN GL9 JON NO. 8502 HANDIGAtPP817 RAMe TNItael -1042 e wor 6 . al " MAR 13MS "� 111411.11 • WY OF MKVOIA APPROVED MAY 2 31985: *A5 ci) • i 13 ill Minals.•14:;.: •4 442 •/40441:44414442 •••••14•2112 OOOOOO 44 isms. 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R tbATT IN4ULATtC)N AC.-0Lb c.e.1Lit..4c= 2,x4t6 (/66. g' II 84'rriNsotATiON e-o144.12E.TE. OeE essilet-laruce.A.L.,) 1 Vz" epc4e4EF-Ne.f> NOT TOP C...OR.0 OP T o. t Hol-e. 1iPle-4 Ft-oocz. c.oNerzo.c..-ri cu C46,R.FET I GoN146zeTe. TOrrit-L41 3/4" 171.....6.4b0P 1r..11'4. (40.0 6-rol-IG•11.112.11.1..) Ae.oug*Tic.. TILE. C.E.IL.1144 e41.gee. ON c.aNtatzeme. &ale. (Sr *. STIZA4e...11.117-#1,L.. &l..1iEg IL* Iift ra(tiAK> INISULATIc+.4 WALL coECrInki, 6 ou to s o 4 I tO tAer464,-• El-Atsi41.• 694/ CA*4 . 11 - 11•41.AlOUf• Ci-EAT C- "At-cr Fe.c>m, 2 Eb )4 GePataa. -s/4 x 3 431..c.c_gar,o* e.e.Tv4F-E..4 "Nre, IL Tirfle:-AL WALL- C-X)04ST12..4.1G0T1 OKI 4 seveLee. ceP.44e, strrit44• APE- 04-1(1.37044, pl,-4,44x)17 ftleirAAT4buci Z.V. 4.-ri-19$ Raw R.- leo 650%. 1■464,44.41310t4 6/e.44-iroum t.4.4.4.4,6440474 434 P1-2 OIU Z t 0 FIZANIINICI t-1151.-11-ATep LAA,, 1...1INDOKI heite.TAI.. 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L7, 611 \/ c F' P1-4.\ I» `I"�'t . , �" , K 1 � i` C C CA).14 - Y, ONO 1 i J ' C1\4 4 K 1 t' ct . :1.1 ry 1` \t' F21 C> u ' on on V4IT -A I ON VAS . " A5 N At.:3j 01N 1 %:. - E P,C).r -� '1;:' (:15 SC; F; k. E't 4 , 4„ , 4 (E v l A HI 41111 101111 111111111 T .- nrrhi11 111111111 t+rr lirll 1' h qb 7 = E t> e. Ff vrr. r �1[ ►� ( 0 u. h/1 ,. • y r. 0Y-' , 1 r °rL.5 rlwrlrrrl ; Ir11r11 01111111111111111 11116,, ,tnln,v 90 0 : : T % ''{ F,. 4 rt. 1. • 4 3 ` rr' ct 1Y Of tUKWILA APPROVED MAY231985 , e 444, tL) ;P -P wFT>~�. 1..1GtfyT -- Ce 5 . N cy ' lam.- l l et, W 1•S? f, -V Q %Irr ti 4?: At ��JIJVEY ;, ;. Z S-t. 2. ea t.) .604 14 4 'ToP T C.Z A IZ eso kz • CIVIL LN¢ !NE R L. 1'D' StJR vE'Y o 2201 8,W, 1St?* 5MTTIE, WASHIKK TOW ' 98166 •' .242 = 4621; ti i1 Y: �IDa' 9C4'v. rt�2,ei' Ar, w:r�+ut n�wxa�,�n�i4 1.61" S ,. 1 NV. r L 01.E t GI _ "fFE 5' W�iH rat elfdi IIvV. L. 19,10 11. .7rA f -'rat 1' L 11 J �", , �i '1'"(�''' � t W G 1. fi=t. E AN 4X e:LM - Illy EL., 19 6L, 11,90 N etAr'lrr a e- LAN E F 4-1 I * I.I Y4 LV IIr /Iruf 1 lffit :f fffl�ftif fill�ffff ffflitlifilriflO 1 a l f a i?f !; .41111111 Ntlrl 11 Illftlllt 11111if1.!MI1 !Mgt 141111 • •^^, +e 2 C A ' , .4 -"or MI IJ U$ Aim y . 'r I G ©'i o'Ae'`e t . ,. C,44. N S,e> 90. DACE a> � . � '' R' � k T r Ni a :+ N C VIP w Qs ++Q LL: N NN N cC CNECKE ANCE J. bE N !oN S Al E''' WA SHING N (.1.1 FAVEM 4T Tca I - L— P 1 ift:: f,.. IJ1t ''L P vk: i R1OEDXW ovec. 1.4 �- 24400 akeiNe-rly 441 1+ 1Q f + F f <_ Al 644 i el • fl. ' �'tAi r c15 Af*112 i M w'f e NAVE G .1.VANIZC, �. C C7cN izEtzgArwr t ,i tci , Pt' Pc-cfrez - 4 mo5r ' 5t. Corrugated Metal Pipe to be ,Aluminize Steel, Type 2, ARMCO or Equal, confarmin ,1 to AASHTO -M36 tml ►i►r ir►rlr► ►t I ►rotitrt tnnhttt tmitot 1ttthrni it►►ttt1'iti►IIt1!r ,iiitrl ifiiCrt i r.ri il�lt 1l t N th clunt ENCRAL SPECI 'ICATI 1 p ork obeli be 4.“ cc dance v i th STANDARD SPECIFICATIONS FOR MUNICIPAL WORKS CONSTRUCTION „ pr e,^ red by WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS Assoc., - CONSTRUCTION* ATION1981> (AFWA) .' And the CITY OF TUKWILA, WASHINGTON, unless otherwise noted. Redding for pipe shall be Class "S" Per APWA standard plan Na 62(Pea gravel trOm 4 inches below P 9 p - minimum Pi Pe to � rir► ).ine). Trench width 44 inch inimurrw or 1� ties pipe am c Pa+ctea to 55; of maximum deny i ty, Paving shall be Casa'"B” asphaltic concrete Per APWA Sections 27 Concrete curb and gutter. shall be APWA Standard Plan No, 2 Type gutter shall conform to APWA Section 40, Concrete shall be Glass of cement 4 yard of concre diameter te) a �, eter plus 18* ,whichever xs greater. Backfill shall be placed in 6" lagers Concrete sidewalks shati be located as shown o n the plans and shall conform t APWA Section 42 and CITY OP TUKWILA Stargdards. Joints .shall be as shown on the draw concrete shall be Class 5 (1 or class 6 (3/4) (5 sacks of cement per yard of cemenit). Excavation and bactil1 far building, parking areas, grade shall be in accordance with recommendations 1 ASSOCIATES, INC., PROJECT REPORT NO.142, Dated Feb Specif �atic�ns.` all s tructures and slabs; o soi la report by "TERRA 1985:" See project 'o AL (1)(1) 4:+1°:-04-)". � ai vy > a h., � � N V ♦ Q. ` N cc DANCE 1.'►EN !; STATE OF WASHlti;T S'a SM. ftvJ -3 l'1"P tttr�rrr ±rrr)�ttii tbar rrlrrwi rr� ►Irrr rtrr#rt►i irrtlrrtt 111t111 11 rtr ltti trtt�ttri tiiit HAM t V, W. TO J t4 t) h • "" M'\ 4 0 . PJP 4. "GOWC, sL,A.46 wi( (0.od-tUt.4++Wi.4 t4WF Ci tg ' iC Nltl. VANP , tAikik■CO. S A.11a►p.1G, Cri1044C— rt".0 of St.00 et.+ J 42.6% -er , NTP U.Lici, T41 PONCIat RFC; 'Sri Pr ARC ii1 Si Zenith i yi urt uEATNI!.l�C A T r EA ,101,!, 6 d G�G�1.ER W CO 5 StM • set accQ g /4 SIMP5O J Ec4a'"'4 iccELITtic `GIMPS MA COLUMN Not t A / LL C. 114 �' 5Two WALLS �('�Si t. ` 'HATtl' : �' "' TS 5X5 t ►t "►� late t Milli t ttnitttt tar to iiAnt t "tuft "u ohm "ttiltnt nttltiu turd :nt twit ti h At 2.x4 FLA'tt eLtt4. AL L uIJ O .TWO PL1woO0• 6046 f t nlA► PLC W A a � t , '�'!Z`` t , • r ISOUWDARIEf,, rt1 d Q 4'' 0. " •` O7He.. PANat, EG& a ! 1 t � le 0. EDtA' . ; Ou f IVA WtTHt HAfiC.Ne ► AREA n, 7$42 Q 5TWOS c 48" oc. 4X it HORN W/ S) co 51110* A. ENO P, TH16 LINE,. '3t t("t AL TOP GANG x Z'S fir / G 1. ... —..`� • Lmnn . 4•L. ^^ ^ ^:7•t. 40111^ a ,tA ,k. Pte uEAR WALL- P 5 HED NQLQOWU (-1f)). 5EE FOU DAT OM PLAN f`QR, MOOR, 'P 4 LOGA1 IONS. ►.e, trot i-DOWN 51MP'5014 Ht7LQQ (HD) fief, z FLOOR, At1iNNNc FQR M00 1, 40. . 4 „C (A T1 QN5 x1 51 oGQ�. :� Zenith 1. McManig i �" SiAi Or WASiii!'d. Ott e STRUCTURAL NOTES CODE.. TR C I O H .. R BUILDING T N C U S CONFORM TO UNIFORM I HAL �I �! O BUILD CODE. ALL � C 2 U C �. ,, THE 1 IN INSPECTION INSPECTION: S G PERFORMED A S EC I E I APPROVED ' TESTING E P R FOR REINFORCEMENT- ON Y' �APPR ED FO � F IN B AN V LAB SHALL B E D ALL AND 'CONCRETE PLACEMENT. ROOF LIVE LOAD FLOOR IV LOAD l l AD STAIR V I L L4�A0 WIND SEISMIC SM C I TE E PRESSURE RAL EARTH RESSURE FOOTINGS WALLS' EXPOSED TO WEATHER WALLS EXPOSED TO EARTH WALLS INSIDE FACE 3 /4ii SLAB ON GRADE 2' ABOVE GRADE 25 PFS 10P PARTITION (INCLUDES A N O F N L S I O LOAD) DE I p U ) 100 PSF H P 80 MP _ E�X QSURE 0 ZONE 3 I 40 PCF EQU V , FLUI D ID PRESSURE FOUNDATIONS:. FOOTINGS TO BEAR ON SOIL OF 3,000 PSF MIN. BEARING CAPACITY. BOTTOM OF .:_ BAR IL .... � G FOOT- INGS N B SHALL 1 6 MIN. EXTERIOR SOILS REPORT PREPARED BY M .BELOW E I ,R GRADE. REFER TO O LS E Q NO. 142 -PRE O TERRA ASSOCIATES, INC., DATED FEBRUARY B, 1985. CONCRETE: f'c =~ 3,000 PSI MIN. 5.1 2 SACKS OF CEMENT PER YARD OF CONCRETE AND . / SA GEMS CUBIC D U!`1 A MAXIMUM °OF 6-3/4 GALLONS OF WATER PER 94 LO. OF CEMENT. MAXIMUM JM SIZED,; AGGREGATE IS 1-1/2", MAXIMUM SLUMP IS 4"., ADD MASTER BUILDERS POZZOLITH PER MANUFACTURER'S RECOMMENDA- TIONS' TO ALL CONCRETE EXCEPT FOOTINGS,' ALL IN FOOTIN AND WALLS SHALL BE POURED IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE`` OR APPROVED OVINE ARCHITECT PRIOR TO POURING CONCRETE. VIBRATE ALL CONCRETE. SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE D EFORMED BARS:' PER ASTM A616 (Fs T m 24,000 PSI), EXCEPT #4 AND SMALLER BARS MAY BE ASTM, A615, GRADE 40 (fs - LAP CONTINUOUS REINFORCING' BARS 30 DIA.`' -7" MIN. UNLESS OTHERWISE NOTED. IN ACCORDANCE WITH THE ACI MANUAL OF PAR PRACTICE REINFORCED STRUCTURES. MIN. REINFOR 1NG TELL IN SLAB ON GRADE: ` 6 x x , Wain AT SPLICES. 'MAXIMUM CONCRETE COVER FOR REINFORCING STEEL: GRADE BO 20,000 PSI), DETAIL STEEL CONCRETE L CM TtO i+t 1104# 1 " "!1 fr #r TR CTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, FY = 36,000 PSI EXCEPT PIPE COL S S H.AL1 , A' GRADE B, TYPE E OR $ AND TUBE COLUMNS SHALL BE ASTM AaOQ !GRADE' B. DESIGN, FABRICATION ERECTION WITH "" AND E ECTI MV SHALL: BE IN ACCORDANCE WI H THE LATEST ED ITION OF THE .C. DN E I � IF T " P C A THE DESIGN, FOR S FABRICATION S E IC N. F R E DE G F RI I -AND F STR T I CA ON O STRUCTURAL STEEL l F BUILDINGS". AD !, E FOR BILD . ALL BOLTS SHALL CONFORM THE LATEST T SPECIFICATION - 3 7 S I. GQN ORM TO T E L.A ES AS M , 30 , ALL WELDING SrIALI, CONFORM w TO THE A.M.S. 01.1 REV. 2 -74 "STRUCTURAL WELDING CODE ". ALL WELDS SHALL OE 1/4 MINIMUM UNLESS OTHERWISE NOTEQ., WELOING ELECTRODES SHALL BE E70XX ELECTRODES FOR MANUAL SHIELDED METAL-ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S, PREQUALIFIED JOIN" DETAILS FOR WELDED CONSTRUCTION. SHOP DRAWINGS D ON S Q GS SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. ALL WELDING SHALL BE PERFORMED BY A.W.S. CERTIFIED WELDERS, GLUE LAMINATED MEMBERS: ED WOOD EMBE . LAMINATED BEAMS SHALL E' STRESS GLUE LAMI E.Q. EAMS HALL, B DOUGLAS FIR S RESS GRAD COMBINATION 2 V4 ( ? GN'b PST . ALL GLUE LAMINATED 4E 2400 I SHALL BE FABRICATED `F FROM N,.AM NA MEMBERS SHA R KILN' DRIED W000. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR. BOTTOM LAMS SHALL BE' FREE OF UNSOUND KNOTS LARGER THAN. 1 /2"' DIAMETER.. AITC STAMP AND CERTIFICATION REQUIRED. 'FABRICATOR SHALL SUBMIT 3 SETS OF DETAILS AND SPECIFICATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRI- CATION, TIMBER FRAMING: ALL LUMBER TO BE`DOUGLASFIR, NO. ,2 FOR JOISTS, RAFTERS AND FRAMING, PLATES BRACINGS BEAMS, POSTS, AND TIMBERS. CONSTRUCTION GRADE OR NO. 2 FOR STUDS. " ALL TIMBER R BE KILN DRIED. EE PLANS F EXCEPTIONS. COMPLY WITH THE LATEST EDITION TH MBE SHALL I KLN ED SEE FOR NS E LA EDI GN OF THE N.F,P.A. "NATIONAL DESIGN SPECIFICATIONS" AS MODIFIED BY THE U.B.C. FOR ALL STRUCTURAL TIMBER REQUIREMENTS. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER, 1976 EDITION ". BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOODIN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PREFABRICATED ROOF AND FLOOR JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANU- FACTURED BY TRUS JOIST` CORP. BRIDGING, BLOCKING AND WEB STIFFENERS SHALL BE PROVIDED AS MORE STRINGENT. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND RECOMMENDED ON THE STRUCTURAL DRAW DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE STAMPED BY A LICENSED WASHINGTON STATE PROFESSIONAL ENGINEER. in ��riir�►�rrrdnrr �� #�IRrt► rrrr(tH rrrilm# rrrrfrrrt itlrlr�tr outfit 10111 .F I t p6e*4 5 b�F; , PtY W /2x4 OLK ►,, r MEd CT t x4 tgLA,or PLYWOOD I BdU1.JDA I N:DGISS 4 to W'1TI4IN LOG CAlds di ALL LN"SUPPO*.' b11 NAIL PLY W /104 6.4., 3 "to .1 i "a.C.. e o'rt4 R. PANEL E 1/.1 T eamso AhrE SU PPOR►'t , TY t 4w D AReA F P 4 4 ON FLOORS T JOISTS AND DIAPHRAGM: F I FL ROD D APPLY PLYWOOD O L NAILED TAP RA P T&G D � AP L 4 &G DO 8 OO S J S I 3/ . L � ! } TEED � Q S I� Tkl. 10d N' RE AT SUPPORTED 1 WIRE O W NAILS P E d I 6 ALL S � D AND 0 I 01~wM0 L.S a. c, A LL U E EDGES d COMMON NAILS @ 10" 0.0. AT= INTERIOR SUPPORTS. APPLY 3/4 T&G PLYWOOD 40/24 ON, ROOF-41/2 . PLYWOOD 24/0 WHERE INDICATED FOR CANOPY SHEATHING) NAILED TO TRUSSES RAFTERS WITH 104.: COMMON, WIRE ?AILS ta u u T SUPPORTS. b Q.c. AT SUPPORTED EDGES 1 COMMON WIRE NAILS @ T2 Q,c, AT INTERIOR SUPPORTS GE OMMQ KING OF INTERIOR EDGES NOT RE IRED UNLESS NOTED ON THE OC E PLANS, L GU ` r . MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. THE CONTRACTOR SHALL PROVIDE T W R RACINGS AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS BEEN �t � QU I RMAN CFA !�O EC . D ._ . INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHI- T I SHOWN TYPICAL FOR REVIEW ALLOWING TWO WEE FOR PROCESSING' THE DETAILS H N ARE PI T F Ltd R OC S HE ET S O IMAE C �. I E S AN D SHALL OE us ED FOR LIKE QR SIMILAR CONDITIONS NOT SHOWN. DO NOT SCALE DRAWINGS. UNLESS NOTED OTHERWISE). 4 t3 $' /8 )4'1092, 4 Rotor- A>30 v (A2XIoe PY BELCM1 y . PLY WOOD .) lOC °24'' p%I��CE` J `DEf TON . STATE�OF' WASNI N. : ;; NOTE . I ' PLOQR MU9rT cis PoLlR. D: cum, PRIOR ; ?. 13 A4 KP 1t,,,1,► Pet AGAINST WALL c 4H . TL I we CG.a,A AIN PQG ET. B C NG W LL W,/ # 5 ` �v V `�'bC1"ING PERK. CWED. ` r E t LAN :: fir r30T l- SAWS 5 6e l *o.C ! #t will r« tt n /, l ax(D (to vii(t) '' '4 P'.5 e E:A , JOitl uyc I6 "b.C. 6- ' $ "` CONC . WALL tee 'ECT.( 1 ►trr1;!1;fr "trmlstti„ rrll±t; tru�rrt +►tttilr ► ►► lri ►ItttI •• nr 00 G4t,.. P IIR 'rGN:- X Z BAR-4P Z4»4 C. SAWCUT #Cp.EASP ONa N O(OM I-V e 14" 5L AO) 14. 'AM 'ILEvI geo SLAB a IZ " " O.C. A. WAS' 'TOP 4 30T TOM QAW e,4.' a lei` O, C" Wore.. Al 14 " ; SLAB Ex e.) Iz_INT=, TWILL SLikb .J01 BUM .SOB NO. 85052 ' /OA.JON? PLY NAIL.rwG 1 1YP. IL I ' , NCHARAG TION A SECTION B 5CTfON D SECTION Co L, B AM 5944' Co ft (40 es.v4 X(. 1 '4X 5 Y@ c ms 6 /6 x �a WEULat) TO COL" N 1P1 GR ID TJ i PE R. PLAN ` WES STIFF, 6Y TRVS3 % ST, rJl " 3LCCVic.Irir* PAW L �. - ti %x:�•kp4b !`. t* 4 * W W't�1# Wrr +i iN ,: 1M'�r<...�i. ^�i CM " { ► "M1 1�] why, I !VIII]] ri{�hm TIIli11, ]]]iIhll �Y1�11]t (� l��tii f ll! A�1�' � "�f I� �� R""ii IMI 5.1;',G g4, P ^ .'e, YV„ X 1.1 °A►!w�[ to STIP KER.. it.'f4 % 4:x ]' "O 'W A%) 3 /ey" ¢ x1.81 vast. D TO 4QL , 4 150-N" . eve.. ft '/ x 4 r�/• 01) /S,1 "+ PAraikeroLf welt* :;¶0 tyritiNcatt. WEB 5TIFFI Y T R:.1.5 5 J5T, 511%1P5eDw 1 T $51'8 CAL 3F 1 PER 'LAN S5 1 0. NOT dx "cramp A+E1 es sAc y i'iJ c :BLDG'e TO au of i " 5LA ►" ' e& Se& FLAN J 1 fra p ?4/4' r' L.' IQ co4t4. 15 1-0 Cc:L 1t , oor 44Stt Tope. - .1 61. i!�,6'1 - - Pete. PLA1.4 ---- PLY E0C3 OAIL1 Ci PL( TJL PER PLAN 1 /i." PLY WitO4 4'0 C. AT CP'AIJE.L. E0.4a5 4 11 : 1 4 1 e12!`04. celi.4 suprogrr$. r3L 04K ALL LJI4SUPFPOATED, ec>4E,,.$, 2)(4 . srucosel40 , "04„ i c;RI 4' PLY TJI PER PLAN ITJI WES eITIFIFEtslER SY rRUSS J01 tjf sioc.Ktwos PAt4EL , . 1111/114.111thlit ttliblIt !MIMI 1 11111 ' 1 1 11 itittli4 t • T PR PLAN cL SEAM BI( lStmP ON Ecco , COL 4e66E14 4.4oL PER Is4He.D. /1 2: PLY tJA %LIN R 5e.c."1. PLY e. NIAL V4 PO' TdIPER PLAN T5 6x 6 PER PLAN i l* : S --- SHEAR WALL PeR sc-wer), PeR. PLAN IE siirrF ay Tkus5 JdIst Im1=';sciN u'16/i4 • 0 t . 4 I tQN G1. $M PER PLAN it Y4 x 3 W / (I) 3 44'9 A307 M.6. TO EA Mt~M13ax. WELD a To COI.. TYP CONN. SECTION CCL RM PER PLAN 5iM P3O acco cot.- CA P(TYP. ECCENTRIC CAP) �- COL. F'ER. SCMED 1(o d. W' o.G . ....,. SLOPE /4}'' /FY, TD B AST ` 1D (T ATto) 13Ack..' /q� 7 w /(4) 3 /4D 1t1.6.`TH0.1.ri.004 t. :EiIJ'rER. It.'♦ K.ox4►.. Of(e) .4/43: WELD CENTER: I pro 3Ack !I'M ii imItit, unluu+ IM.11n " n��lm1 maim mtlini im111 i ZX IO P.A. KG cp SuPPORTS. OMIT wHeee PIPE Ac curt 2x toe 14" c. CTREA'FO IjZ" PLY T%W$S MANUFAciuR.E ¶O LOCATE PANEL PONT Q WALL 4 DesiG4 r0R LIVE. LOAD wLIPpOR: CAPAGe1Y EN TRU�a5,5 BA g. It V8 X 7 x 'I'. (o'' w M (4) V4 .6 T R.0 COL . ELI.Gr , It 4" co" X r' WELL TO BACrK. 1t 4 upPea.ce, E 7 E I t s / 4 X Co X 1 ) - 6 " W ( 2 ) 4 / 4 0 MS. WELD TO BAGK. It BIZ . i , LOWElt CE TE.R. �' /$) 6V(, WELD ToSACK. I ft BR.c. , SECTION C I: NTEP. I V4 X ?'/2 C. „ EA SIDE v/(2)S/4"4 M.B. WELD TO exca. I 4 Vs CENTER. X \ t5RCs, It 5/8 x I x IQ w/ (4) "l x 10" A'g 'SIMPSORI AS5 'TYP, (212)( 10 c ' DGE T'Yp (4)4'4 CON T, POST TYR (TREATED) 5EcTION j 3 /4"4 ) TH P w a GL E AM PER. PLAN PAP COL PER SGNEQUIE 1..4x t IG CONC PLINTH wll4 - VEitT 44 - a Vac. AT TOP 'AsS 2 B" ©, t, eX't`EIJD To Sol. OF P YG . 3V-0 e FTC l ye RAp 5EE se CT. (J �?ECT ION Lox x. -3 _.:...`... .9 tt; : 4 , x > x.k » AAA* )r . - ;. 4. . 1 r., at IHt r V! • �" EX 1,."; ►.14 s., ,g 4, M e..t. 90 J.,;. Ja +h'r' , IA .4i -..4 r z :: .. e ,t X x k x x x ) x. 4 K r, pi s : " 7 " `" If hit milli X x r, )s A. ) X X X X X (11 7 . : i l If ! L`r 11111110 WO Mai rit rnrlrr IIUh0 1 rir "rlr ii rrll!frr rirrli,n who At, r o o r '( 'p :40P ONb* C c„.0 ` x ►tJ '# tit> ', c c tr'1 JU0° O - 4 9 0 4. c,Sc-.t PIM DEW t 6 file. y7 A F.2/ 1'Q r 0 W GoNN 7."?.?-1g°47; 6T-2fZe.A7A//‘.11t .to v &2/c4//4L °r ' P A1(0UE r-2 L7 (-ITC v04- X > ,> K X) X X .+ x A K x )C X X X X X "; ) X X h x 'S X X. X X 4 A TZ. V x X x >x N X Y. }, Y., .mac x t c,t y x �t' it )( � ` X as x Y:"..$<*" n A ,fir Re far -di (If sewer easel cent: When the southern tart iev of• the a1te was vacated by the City Ti,1 I.- , no easement wes recorded for the q. 1 tr. &. ryto Architect as coordinated the i >rlint.. in, ^f' this; easement from the t'! Metro's repre$er'tat ive f 11 if b:krw T'h;,s ►+iIt SiK ,• -� . , v-s�F r' e of t 'n r ` fiilnacr.' ry :. and 'recorded ding hermit Nacil GillIMEOWRM MAY 2 4 1985 c1 OP UKW1r) PLANNt G 0611. t.1) -ti �,a ?nub»,,•.. k, .. e/ � 4b'.0..•A - ►.,. -4...- •i ••-- .• .46.- • N -0- .\ 1 ._p..,. ;?; • ..p 6I7171.71nt t. „� •- .""'�•" A , , 1 r J.\ Y `t r y . e. : , S 4 r,.l r. ,. `fir.. •. r • r / .X A ,ky < A Nj i P'5'.):8. t i / "`:. ►i al h\ 1;pr ,,w i V `,. ... _ ` . :.......,,.... --� - ,.,_ • •' mr.6.. , .�rfi-('1' D 4, Cr�tI�� -�" fmt frth14-1A11 A1017 UM, rc.o15 a rpc,TpxorcatJ riarzlbrA c -aPc tirrwcr rte' w y . 0.4 f ri e . 42.1 e5 g icnip acylpievsysivw quart ffil in nnlmi 1'11161 u nnl��i I!UIII�i��nhni ni�lii�i iii l!ni nnhiii snilii flak s i.. y t o rs # 14,0•420:07. _.- ' • ', +'2r { a ,r • Irk ' - ,:r lam' .6ti" '�' hzmo- # �;s ? aw.w < -5. .. yr iT `�kf15_ <i�I:i"r` a I..o -a.+ i'`'' -... n,., s'y 6' �SR: Y: u-•^- F% �.x�`efr..':�'de- «.x,.3..w:.v,. IINCNcg , 13 �'i II�1 I$IIIII:�I�III�I�II • r, 1- 1 . yl SEE-c R 1 cDV GoN 1. /' 4ogd Ce00P,Ak4 „esc i 10%) d6haV/A-L N7- • • tt ti c 0 x r, �k :� i; > k >: X I k i x .." x x X a, t :�. _.. Y . r '. Y y . "� X. ; < X • � x : n lc � • to • • Y i y (� X �'� X $ x x )C X '�' . . ?. X ti )- , $ \ x C' .r N r K . X x A11 � . 1� K ti. x X •' X x Y x'1 : ".:.tY::.. Re'.art11 ng ses4er easement: When 'thee south rn pork it* of the site Was vacated by the C ty of Tukwf 11 # no easement WAS recorded for th Sewer line. The Architect has coordinated th granting or this easement from the (twine (Bruce i ume , t .3 Mc4 r0' reF,reSer ► tat lve Larry Ell ine,tor' This will be sigrect and r fr prior +<.) 51;ar•' < f -f the :..+'t•'!t;lt. -i 1 ' x, k . . X xi cox K,X x x k X :Y X x-; ' \ x - )< ' x x x > x X X x x k. I k X x ' x X a x c ` - ' � o rY .w c q -,-1 ..: .._.. .. ...,fir � ........ ... 1 WM @ CHECKED