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Permit 5464 - Royal Coachman - New Building
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - '9449 BUILDING PERMIT PERMIT # 67-y6 G/ Control # 88 -267 (512) C{ Work to be done NEW COMMERCIAL BUILDING Site Address 6450 SOUTHCENTER BLVD Suite # Tenant ROYAI COACHMAN Building Use OFFICE Assessors Account #000320-0011-00/0012-09 Property Owner BRUCE SOLLY DEV CO. INC Phone # z.57 98D3 Z Address 8009 S. 180TH SUITE 104. KENT. WA 98032 Zip o3 Contractor POE CONSTRUCTION #POECOI *247QZ Phone # 575 -4283 Address 3207 "C" STREET N . AURBURN. WA FOR BUILDING PERMIT ONLY Approved for Issuance B • S Ft. Sq. • Office Wtoragu/ warehouse Retail Other Occ. Load 1st Fl. %5oo0_ 13-a 150. 2nd Fl. r. al, Cat Total Fire Protection: ,®, Sprinklers [] Detectors Zoning 19-D Type of Construction Special Conditions Zip 98002 Date://-3-62.0 Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $ 619,605 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt # 43Q 10 $ 2,398.00 Receipt /4964 _ $ 1,559.00 Receipt # $ Receipt #6.2/ o $ 1R.50 Receipt # $ Receipt # $ TOTAL $ 3,975.50 FUR SIGN PERMIT ONLY [] Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMII BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD F 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. T E READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES DF �' 1 BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO T +� ISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONS R}1CT1 OR PERFORMANCE OF CONSTRUCTION. ,L�� ► Date -- - - I HEREBY GOVERN! VIOLATE Signed LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date ( ) 1, as owner of the p ffered for sal , as owner of Owner signature) my OWNER- BUILDER DECLARATION employees, with wages as their sole compensation, will do the work, and the structure is not intended or ,t' exc1 usivel contr ge4ing with licensed contractor's to cor Date • { CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1ce /grail BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address PERMIT # 54/c. Control # 88 267 (512) NEW COMMERCIAL BUILDING 6450 SOUTHCENTER BLVD Suite # Tenant ROYAI COACHMAN OFFICE Assessors Account #000320-0011-00/0012-09 BRUCE SOLLY DEV CO. INC Phone # 8009 S. 180TH SUITE 104, KENT, WA_ POE CONSTRUCTION #POECOI *247QZ 3207 "C" STREET N.E MUM. WA FOR BUILDING PERMIT ONLY Approved for Issuance B : Sq. Ft. Office Warehouse 1st Fl. /5000 2nd F1. 3rd F1. Other Occ. Load 13 -a hL alL /50 Total Fire Protection:,®,Sprinklers 0 Detectors Zoning /9-0 Type of Construction Special Conditions 98032 Zip Phone # 575 -4283 Zip 98002 98032 to Date: CO Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 619,605 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt # a Io Receipt 4964 Receipt # Receipt # 6.210 Receipt # Receipt # $ 2,398.00 $ 1.559.00 $ 18.9;0 TOTAL $ 3,975.50 FOR SIGN PERMIT ONLY 0 Permanent (] Temporary [] Single Face 0 Double Face Building face 0 Wall Mounted Setbacks: Front J Free Standing Side Side 0 Other Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK T5 SUSPENOEO OR ABANOONEU FA A PERIOD Of 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY GOVERNI VIOLATE Signed E READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO ISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONS R1CTI OR THE PERFORMANCE OF CONSTRUCTION. Date THIS T OR CAN L LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is In full force and effect. Date Contractor (signature) OWNER- BUILDER DECLARATION ( ) I, as owner of the p 6Y. my employees, with wages as their sole compensation, will do the work, 4fered for sal as owner of rop, y exlclusivtl corttraeiFtaQ with licensed contractor's to cohsitri{he yi • v` Owner (signature)-ter_ Oatt__ nd the structure is not intended or C0-8q-Oca CITY OF, TUKWILA Building Division 6200 Tukwila,,tWashington u198188 (206) 433 -1849 Type of Inspection Site Address 1 �,Oy/,i ,1' G ,1,� Requestor INSPECTION RECORD PERMIT # 5' -4% ,1*"( Date Cp f,,? 3.,8'� Date Wanted tp Project d ,4,. L"•10.96# Phone # a.m. Special Instructions Inspection Results/Comments: /a A' %/% / sv'ij CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT(QN RECORD PERMIT # Date Type of Inspection ..4 ,41.. �._ ,.' Date Wanted /...• a.m.�p m. Site Address 47 56 sc_. 7(v Project SO Requestor G'►,-) Phone # ')_.C_04;71 --6 Special Instructions Inspection Results /Comments: /1) S ui--i iict4/ Cd /� Inspector - ��J3s. Date 9"--/A9/,' CITY OF TUKWILA Buil,4lnq Division Tukkwila,,tWashinetonul98188 (206) 433 -1849 Type of Inspection ' i,j /'%/— �P /ice Site Address Requestor INSPECTION RECORD PERMIT # e', 4y •z Date /-,7/0/6y Date Wanted 0/,47,7 a.m. p.rn Proje.ct4��1j n44tel�i',4) Phone # Special Instructions Inspection Results /Comments: Inspector Date 9 -427 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECTION RECORD PERMIT # S `66 Date Date Wanted C4.) s 0.11 a p.m. Site Address G 1I'.5 O _ - Project Requestor f&T, ' 'v+-Q- - Phone # Special Ins ructions Ce?33 Inspection Results /Comments: / "', /''947i1/ /��� G , 2 rte/ 5 Inspector Date CITY OF TUKWILA Building Division 6200 Tukwila, tWashinotonu198188 (206) 433 -1849 (2 Type of Inspection Date Wante 5 /5A a.m.I Site Address Cp 5e) B/L'2 t . / Project � / C4) Requestor �,d -t�w� �O>✓ � 57" Phone # c -�a — (9833 INSPECT-ON RECORD PERMIT # Date Special Instructions / Inspection Results /Comments: %WM7' Inspector Date %� f'I✓ �� $ B CITY OF TUKWILA uilding Division 200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT ')N RECORD 4 7/6 G/ PERMIT # Date Type of Inspection �C�cS`l,(/jGDate Wanted �3 69 a.m. p.m. Site Address ip 1p F1 V Project e.. a-i C equestor i-v-) --Pot.__. Cesn Phone # _ Lg 3 Special Instructions Inspection Results /Comments: �� ('�1' 2't-% >/4. /yew/ ;,). • 1-4J67d-- 4“- ,e,00de,,/-4x0 /-6-02rz- /4;AJ, •Q,<1 4/0 0;7, ed.e; 1•08 Permit No. Date .,„ C CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 4: Job Address - CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. //r, • ;7; (;:".17 / .M.:*/ • ' .,";/.?It /. 721 4 / - 4 j .-"` • • 0,-/ ,4-/- I A/ •/ 2--)72,1 ).7 '61'• Signed L. gilding Official/Inspector POE Construction, Inc. 3207 "C" STREET N.E.; AUBURN, WASHINGTON 98002 (206)833 -2400 • 575.4283 FAX: 939.4805 May `3, 1989 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 Attn: Re: Duane Griffin Royal Coachman Gentlemen: This is to certify that the 5/8" sheetrock applied to walls under City ofTukwilla Building Permit #5464, is screwed to metal studs with standard 1 -1/8" sheetrock screws at 8" O.C. at the butt joint and 12" O.C. at studs in the field t1" as is standard drywall practice. Poe Construction guarantees this application and will uncover any part at the request of a Tukwila Buliding Official for visual inspection. Sincerely, i lye -46/110_ m McMu en uperintendent JM:cr A.11/92 =T11I1111. N •LCIEEILIGIi2 MAY 4 1989 CITY OF TUKWILA Building Division 6200 Seuthcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 _ _.„._.. _.. . Type of Inspection Site Address Requestor Ji 104 INSPECTION RECORD l ' PERMIT # 3-72/4-4/ Date 4////,/, Date Date Wanted f/ ae-7/0/ Project /907,ri c.zj,09G,40/402/ Phone # 4c033 p.m. Special Instructions Inspection Results /Comments: /0M Qct /y5 /f4al/S �/1� /4› .e. �C� %�%%�i?/ /� /.14 Date //'b" o lBfJ �Wa;' tiS7i. Stuit71v�C1sr ✓�aurtalEe,�wYrx «•:vs�wiw .,ur._w..�,.« 'CITY OF,TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection INSPECTION RECORD PERMIT # 5-e4 5/ Date y— — o'5 �/ Date Wanted Site Address ( `(570 _ -,. Ea_ Project Requestor •i- . (-9.1- (?, Ji Phone # Special Instructions ��oss JAL a.m. p.m. 613 Inspection Inspection Results /Comments: /=l"/')f /;v1-- €, A!>4t '1 2-214/2, am' 7--(9 c �� %� Inspector Date ///),•432 CITY OF TUKWILA Building DiVlsion 1200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 41-i 5'e- . INSPECT .9N RECORD # .2-7.27`S Date Wanted 02g /P% a.m. p.m. Site Address (�/.�5 .50.e/27; e'43nG'e - 444 Project 496 ,p/ C'oaell4.i... Requestor Phone # Special Instructions PERMIT Date Inspection Results /Comments: of Yle; /iH y4Pk- /0 /Oh S Pkici Code Ql< Ca 1160,.€1., (see gtre?ek° n4 ;nee s repo -t 5 N(2 ro /he/ r . Inspector 64.Gy) Date ,2gk'9 RICHARD iroDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12T11 AVENUE • SUM', 18 SEAT'1'LF,WASHING1'ON 98122 206 -324 -6160 Fax# 324 -6248 Date: Tz, 1-9 ,q e91 To s Fax #: - 919 - g} Or # of Pales Fax Memorandum, /Transmittal Re : ciukalLvet i e,,.1_. (including this one) _ N A I L w :. • Signed;. F\POM. HUDSON & FSSOCIlTES, RICHARD HUDSON & ASSOCIATES, INC. Consulting Engineers 1605 12th Avenue Suite 18 SEATTLE, WASHINGTON 98122 (206) 324.6160 kLa ! \(ac \. 1 a a -75 I N-rt kva So 2.24.1939 14,37 .) r,. ) 2.o, ta69 Rca'•i p.sL. GQa.c-I{ Ni f L 1) G1 . I EA.-- T- 1L-t'. / Wig . 1 E. Cc 1.. I.L1 DEV EL . I C�t' o .)iyi f P-4 ra • `t" 5 .Sim_ 5v.:4'02.1 r- . E. 63g5r. P. 1 G% 4Q\) cater -Di's I`-t F "plc, 1245c.fF tic20-.end Pula Fob 17 HQ et t."7u421ti L. Gca M j� U w N C 1r �nl f 7(f 7 (ttr u 7Q* c.7 F v x S I-r G t~ P1.1 i- -Lc.-7 N A€ 4. Ga n c t. .-rc.1/4( art (4 T -F6 r 'v1 X1..5 f INA.4 O 1At tfia2‘ Mint 0751D C.Ua212 AcL.. "/"(lrtaa \fr‘to re-k.. C3 san2V t4) A,' r t2eP2.C) -o g e IA/ Cotes t r f» d(L v.4 q (1 7t' . C.cSU T>cscu tc1 Lr7"6 CITY OF TUKWILA Su11ding Division 6200 Southcenter Boulevard Tukwila. Washinoton 98188 (206) 433 -1849 Type of Inspection Site Address 6'/.5-o Requestor Special Instructions INSPECT}e1N RECORD PERMIT Date # S 4/G `/ -2-3 �S Date Wanted F,,- .d .s y -ky a.m Project at).61 Phone # Inspection Results /Comments: //. l/ e5 G er / n � die.. fad F r%a 1 r I'd kr 6 t e"rn 5 ee-7017e • d re Ui t Inspector Date .2f20% CITY OF TUKWILA Building Division 6200 Tukwila, Washingtonul98188 (206) 433 -1849 ype of Inspection INSPECT ON RECORD PERMIT_ # 6 71/‘, d Date /— 2 7— 8' Date Wanted /- 7-‘577 .m• ;1te Address A/6 5/e, 4.1 V F ProjectA:7AL c�i6,414/ equestor Phone # special Instructions l7'/4I' ,9 r 9,'0a 1,61i ,t, 44X Th) C /7//% f) t esti 1r-7M. G4tve, ,1'2%ice Inspection pecti Results /Comments: 5 ,tt, 045 de/t9 , ° : r , /&Y' , 5/ Pie 1h'/ Mr tans , = * , r,v)q 11,9, . 7 " / ' 4 7,451 4 6 , / 7r a/40./1"-- 7 ,�/' /144001471/1 - -- J 771 5 %lie /5 , Tito, I.1/5/ CJn% � r� pt.' 5,77A4 G7i 77.5,* ;�1�_ ii, 5 Inspector /zYsvt Date /--77 -,% GU rt%C /, 111i9/71/i),l5- %�° ;t'6 2/9/J$ 2i11A... / AC/ ;4. , ptex 0. /f� i J1, 9,%,07 `..22 —0 7%01 , % 4'' C___ZW5/t) d /v /(/#1°"' /4/% & r0V /A ' /911,A71( .oft:.' /9__ e)" � 'l .4--A • 04,49‘4--- Z / e ..V Ce lk i1.�/" �'► I ► j cam' '.' ra 0040; heuf 4'i,cusS,C77/5 Cuigl T 1' V.Lc.b Arc ec &f aff;r- �i 0 crw Y. ,& p .Q4°147t 7�1 • CITY OF TUKWILA •Building Division Southenter (206) 433 -1849 Type of Site Address Requestor Special Instructions Inspection 6 c. INSPECTION RECORD PERMIT # Date Date Wanted LJ 4o j' ' �. j) p.m. Haou�knuwi.:'H Project Pa Phone # 2 y - 4933 InspectionResults /Comments: r..4 •Oit C%P�` te9 071 ■ Inspector . Date / /;,2:r�' 'CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila,. Washington 98188 (206) 433 -1849 .«. �... .......... .....�...�._�.........- ..._.._. :..... ._. ... ...._ _.............._ .....�...�..��...........o....w +n.NVn INSPECTION RECORD PERMIT # �I�GL� Date /—/ 7 —t9 Type of Inspection 524' Date Wanted //-4;=.47f/ a.m. p.m. Site Address ..1/.07611 ./G. 4;44'2", Project /rv",' t4 ‹.:410CAVAII4611.el Requestor Phone # Special Instructions Inspection Results /Comments: SA G , ! /*e G /t 5/ 1//0: ti r A,:141. j rt,/ - ''s,_ Date / / Ems''' 'f CITY OF TUKWILA Building Division Tukwila,,tWashioatonu198188 (206) 433 -1849 Type of Inspection p O4 ) INSPECT :ON RECORD PERMIT # 514 6/ Date 1421c99#31 Site Address bbi5 £-[ Requestor Instructions Out/ a,C 8 C' z2412 Date Wanted /g/g646 a.m. Project Phone # ,41-1 4;7 /o c?33 p.m. Inspection Results/Comments: ' r�/-41 Inspector Date •CITY OF,TUKWILA Building Division 6200 Sauthcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC ION RECORD PERMIT # S1746' Date /1- / •EtJ e.414"/ �,, Type of Inspection �4fv Date Wanted Y /IOYV =•l9 -S1 a.m. Site Address ,./.5-e> ��� � Project Requestor �,� Phone # kR� Special Instructions Inspection Results/Comments: r Inspector Date /-2///.6PX--' CITY OF TUKWILA Building Division .6200 Sopthcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /c)7/1c Site Address �o�.j O 07/ciat(r' �frui -e/l1. (3 .( .,.- Project Requestor �2 Special Instructions d3/J.A./ atf �j�TyL INSPECrN RECORD PERMIT # ,fie —M0 Date /o?//; IFS" Date Wanted ice/ /611b'Fr- Phone # .m. Inspection Results /Comments: 8S 3a a✓ $. 'ice, 4.%ri ,r#►ri t 14.14 1,4._.. AJ06 s Go b Inspector Date / ,.- /G -ePe2 CITY OF TUKWILA Building Division 6200 Soithcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection CeyitlG1^, % Site Address s./ vV W: 1 jg Requestor 4 a e„>:r .a/ il/ Special Instructions INSPECT *)N RECORD r PERMIT # Date /d- -/S = cS7r -T, Date Wanted /2_ /s =4.12 a.m. Project no;/.51.4 GW/h S'. m>.Nia Phone # p.m. Inspection Results /Comments: 7■77/zl3r/9 ,,r/�'1)y ;vr5 SF,/4 /"- �;�,7Arf,,+0 /s/j'/,!/3aui rt1rt /t1"* j mod"' - /' Ce".c 4 2 4et, .4 7771.1*.Y' Sim VIII ,A1 Al ..S 4.497— /prl% r r . „r_ /J Inspector 7? P? v4fir/5.40pt/ Date /01-10=.09 CITY OF TUKWILA Building Division 0200 Southcenter Boulevard Tukwila, Washington 98188 i? % PERMIT 11 _S c_/6 (206) 433 -1849 el Date /-> • (2 — /2 - . (. fi Type of Inspection /2.' to Wanted /tLo , vp�,,a.m. Site Address Project INSPECT 9N RECORD p.m• Requestor ( hgrt, Phone # C 83 3 Special Instructions Inspection Results /Comments: Inspector Date CITY OF TUKWILA Building Division 6200 Squthcenter Boulevard Tukwila, llashinoton 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # -MEW 5--- ' t' Date /07/&79 Type of Inspection FOG, 6-41, -rez • ZfQLJ Date Wanted %,,?iw$rer- Site Address 04,50 .$1401c. I( 4't.t Project Requestor _ / _1,/_ _ _ _ Phone # •? APPAr,3: Special Instructions Inspection Results /Comments: ,00?th, /YDv2� S /'el4 Sim" a "%" 7:0 p°DvYv c- ion_: /> 6'C Inspector Date 12 /7A4--' CITY OF TUKCLA _ontrol No."-';,6 / Central Permit .System Permit No. •5 4k-41 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/ Recreation Project Name rrr.:r._.{,ri' ("a--. ;vA;...) Address 6v47 /5C.) 56,,1., A <o"f k .. Type of Permit(s) 1 a I . This project is nearing completion. Please investigate your area of responsibility and indicate below either you 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: (v.f' - ` ' ,it . 6,14t '-1'..%.Q(..e, -,,, .e.Lx (,)" (+ Q1 cp.. A,ts,a.4 - - S. (,) r;, -� : (9-r- ��,t,, {? ^) 5 .../.51 r 4-* =. -- - * ( ) / (1(I r �. ` , £ �Ip r.': .,,J'rj 1 ( v � r 1 () ( .. fi ( () ( Authorized-Signature Date % This project is approved by this department: �.i Author ed' ignature Date CPS Form 3 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ____54-11 . 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3. Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When Special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural concrete to be special inspected. (Sec. 306, UBC) 8. All structural welding to be done by W.A.B.O^ certified welder and special inspected. (Sec. 306, UBC) 9. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 10. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 11. Any exposed insulation backing material to have Flame Spread Rating of 25 or less. 12. 8ubgrade preparation including drainage, ewcavationv compactionv and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. Existing rockery and proposed slopes and retaining walls shall be approved by soils engineer prior to construction. 13. Statement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). 14. Ali construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Ed1tion)v and Washington State Regulations for Barrier Free Facility (1986 Edition). 15. All purlin stress grades noted on plans shall be identified by grade mark stamped on each member as called for in general structural notes. 16. Toilet rooms shall comply with all requirements of chapter 5, washington state council regulations for barrier—free facilities. 17. Toilet rooms shall have a smooth, hard non-absorbent Surface which extends upward onto walls at least 57 inches. Walla, within water closet. compartments and walla within:2 -feet of the_front and ides of urinals shall be similarly finished to a height. of 4 -feet. 18. General contractor shall be responsible for location of all foundations. 19. Any overlooked hazardous condition and /or violation of, the adopted building code does not imply approval of such condition . or violation. City(-of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 88 -267 Gary L. VanDusen, Mayor 1 September 15, 1988 Re: Royal Coachman Office - 6450 Southcenter.Blvd., Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An automatic fire extinguishing (sprinkler) system is required and shall be designed, installed and tested. (City Ordinance #1141) Hose stations are required. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1141) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) All new underground piping shall be tested hydrostatically. Test pressure shall be not less than 200 psi for 2 hours. Maximum leakage allowed (with joints in plain view) shall not exceed 2 quarts per hour. The Fire Department shall witness all tests. (NFPA 24, 8 -9.3,2 & NFPA 24, 8- 9.3.3) (UFC 10.301) All underground piping shall be visually inspected by the Tukwila Fire Department prior to any backfilling. Pipe joints shall not be covered until after completion of a successful hydrostatic test. (NFPA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 24, 8- 9.3.4) (UFC 10.301) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) All sprinkler systems with more than 100 heads shall be supervised by an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location. Approved central stations are those listed by Underwriter's Laboratories, Inc. (UFC 10.309) All fire alarm systems, fire hydrant systems, standpipe systems, sprinkler systems and other fire- protection systems shall meet the approval of the Fire Department as to installation and location. Plans and specifications shall be submitted to the Fire Department for review and approval prior to their construction. (UFC 10.301e) 2. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 3. Walls and ceilings of•corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UFC 3305g) (UFC 12.106a) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame - spread rating as required,by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UI3C 4204) (UFC 10.401) 1,v City(-of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 3 Ceilings shall form continuous fire - resistive membranes to prevent the vertical and horizontal spread of fire and smoke. Please replace the missing ceiling tile(s). (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 4. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207 as amended. Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimiter of the building. (City Ordinance #729) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) 5. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 1.0, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 4 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 6. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) No obstruction or storage shall be placed in the required width of an exit except for projections permitted by the Building Code. (UFC 12.103a) 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 8. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) Mahan &DeSaivo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg: Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 October 27, 1988 11� Duane Griffin City of Tukwila 6200'Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -12 (Royal Coachman) Dear Mr. Griffin, We have .received additional information on the proposed project and have reviewed it.for compliance with Chapters 23 through.29 of the 1985 Edition of the Uniform Building Code. We have no additional comments. IOCT 27 1988 Sincerely, Bridget:.Smith Drawings, Calculations & Soils Report, cc: David Kehle 12878 Interurban Avenue .South :Tukwila, Washington 98168 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624.8150 (206) 624 -4488 October 14, 1988 Duane Griffin City of Tukwila 6200 Southcenter Blvd Tukwila, Washington 98188 Regarding: 88 -T -12 (Royal Coachman) Dear Mr. Griffin, We have received plans and calculations for the proposed project and reviewed them for compliance with Chapters 23 through 29 of the 1985 the Uniform Building Code. Please have the applicant respond to the comments in an itemized letter form and resubmit 2 copies of revised one copy of revised calculations as required. Structural 1. Provide copies of all drawings with changes or additions. This will include and is not limited to S2 & S4, according to the response letter. 2. E70 electrodes are inadequate for welding grade 60 reinforcing. Include correct electrodes in the Structural Notes for wedling Grade 60 reinforcing. 3. It appears that the stress, caused by beam loads being applied eccentrically to the panel center line, have not been considered. Provdie calculations to show adequacy and revise drawings if required. 4. Provide the mechanical screen information on the drawings. Show adequate connections to the roof structure. 5. It is adequate to call out minimum weld size in the structural notes. It is necessary, however, to show the weld symbol on the sections and details. Please call if you have any questions. Sincerely, Bridget Smith cc: David Kehle have Edition of following drawings and TELEPHONE MEMO RE: PERSON CONTACTED: (Zeee-c-._- g i, PERSON CALLING: / r DATE: /6 /' , /2} 8 INFORMATION ITEMS: )) %&J A e c f o /7o (88 �•, r ) s- :r-0( r 2) 12,OC,C;-1 t// -v(S`<oer5 (C /I 8 -0 Mahan &DeSalvo CONSULTING ENGINEERS 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 (206) 624 -4488 September 30, 1988 Duane Griffin City of. Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 88 -T -12 (Royal Coachman) Dear Mr. Griffin, 9-((oci We have received plans and calculations on the proposed project and have reviewed them for compliance with Chapters 23 through 29 of the 1985 Edition of the Uniform Building Code. Please have the applicant respond to the following comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations as required. Structural 1. The architectural plans show mechanical equipment and a 3' screen. Show that these loads have been accounted for and show adequacy of screen. 2. Provide calculations for 5 -1/8 x 22 -1/2 GLB at Grid 11. Span called out in calculations is incorrect. 3. Locate chord reinforcing in the panel elevations and relate this dimension to the roof diaphram. Is chord steel called out in panel 1 typical? 4. Is it intended to have only one "B" connection between panels? 5. Explain why some panels have double #5's at sides of openings and others have only a single 4 #5 for openings of similar size. 6. Show adequacy of panels for beam loads. 7. Complete references to details on sheet S -6. 8. Complete reference in Section L -4. 9. Show adequacy of columns including torsion due to the shear elements. Refer to section K -4. 10. Show adequacy of connections shown in section D -4 for lateral and axial loads. 11. Call out welds in section B -3, at 2 x 2 x 1/4 angle. September 30, 1988 Duane Griffin City of Tukwila Re: 88 -T -12 Page Two 12. If grade 60.reinforcing is to be welded, specify correct ASTM and electrodes. Correct structural notes. Please call if you have any questions. Sincerely, Bridget Smith cc: David Kehle 12878 Interurban Avenue South Tukwila, Washington 98168 �1 . ORDINANCE COMPLIANCE - PLAN LAN CHECK NOTES PROJECT( =AL. AL- CCACk t4 t4 OFFICE EL-LC( • ri -lc.e 14T- c. i3 L0). Sheet I of '2 Date: 8 -31 -° 0. 1. OCCUPANCY GROUP $ -21 cFFIGE. lEILE3Ct, 4 C ? 14: D act. QL 4 L Cr.2. TYPE OF CONSTRUCTION V- 0(3. LOCATION ON PROPERTY�ROFOSED M1V,l. 9D. =1015 Fk>..TAQLE 5A I -HR ER. Re-4D..4 20 c S. N.F < 5 ) TEn <10 ... :Rao c© M i N 12( *WA) ^ 10 WALLs�7'/4'coNc. .'. O.K. roe 1 -Ne R gtvcr. — opc4o t1• TO�yC. 1- 4. BLDG.HT. / #OF STORIES 1 ° STO � O• IS. 1 - RTAIELE. 6P Ca AU.ou 15. FLOOR AREAAt� ALLOWABLE. ✓1'RO?O Er 1510 • t uz--• 5i� �: �t5 - ✓ 17'1��a'PQIFIKLre .. � _ 14660.4 Cf & a6. OCCUPANT LOAD o sr) Fez 4:4P-ea. = ►S�p�Q DETAILED REQUIREMENTS ef7. OCCUPANCY `1.1...S ON f ‘40e Z— (8. TYPE IF CONSTRUCTION 14 'i T Q.t0Q- U LL k6MIS O. K• I?EW. TASLE9 9. E X I T I N G .FaA� 010. CODE REGS. . lac : uitt 1ZEcaue. of T -RM %SSUE. TaLtic -I-0 %Wu) MF-Ny (1.)6 pt NS '�-% t . ►N5'TALLED 1,2401e. To G. 0, ern. ENGINEERING REGS.& REOMTS. OTURAL 'et OSAWO 15-r1T -To tAAtlAN cj -`j_ 6$ — A ; .� cite�.u�v vl h "� E°JG tAG) Ltklar . Gvbidc. 12. COMPLIANCE W/ W.S.E.C. Kars 014 S eET� 0 13. COMPLIANCE W/ CHAPTER 51 -10 W.A.C. LV4 = a` i 8LE szgo EP . �1 - w��s- r � . .e- -mss- - - orat4i E ORDINAN C COMPLIANCE - PLAN CHECK P R O J EC T c� a� oc1/4c1.xva ►.•. - 0-Q-` c. cI � O 3 CQt 4 ,- EUi. The following corrections and /or clarifications are required to complete the plan review. abAN LSD 433 —Sclq Sheet 2 of 2 Date:94, -SS 6Looid. w1E %' ] k-tev gve re r rernev4 . orr crock Ple,- 6t -10 W.A.G. — t�►otM o�'- kwo -1`'`0vt64- t-Qinwt6 4noold \oe lecc46-a _b\A Fiskw amcl \OG rxmA171&48-el FCitPe 41t. -2-t■Ack( fftr0LICLl a tAel c aC a for- bu, U, c \,e11 is tSsOed . el.: j ?oo 1 d 1 BO G ■ Ago T t ncx klo v\ cL1 al/A Can cer rtdita tv‘s)\O tov\ 010 )aid rte- 1= C, 1 Ye PlGO 1-30p? 1y ?rnckuc\t- 840co, clocuwte-1/4-6;tc) c `amnnE ackvn. ._: 11r EIS c os4- 421ttcL ► Vlsotak1off eit,pimetL Clkocce ,c)sy C-eAtt::€1, ktvuo/, City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor September 7, 1988 Mahan & Desolvo 1411 4th Ave. Building Seattle, WA 98104 Attn: Bridgette Smith Dear Bridgette: Enclosed are the plans for the proposed office building located at 6450 Southcenter Boulevard known as Royal Coachman. Please review for structural only. Retaining walls will be under a separate permit of will require separate plan check. If you should have any questions, please feel free to contact Duane or myself (433- 1851). Sincerely, dataL421 Becky L. Davis Permit Coordinator TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM ai Goac.(,.mom 6- -2(01 61-(e-68 ‘AiLtzei( Cdl ‘e� t)Ack"EiL(446k (otbva4l-E. A r 4 - Sci ti • 146A -M4a.-V we (zooid Sc+ndt%l/n cl VrAL.0 5 4) ti\aLA'S o ic.� �o - kreat6CO , al`s IvkAtask-d 120101 i c,OOVks Inns VEST- �c0tAS oio�k (r-o vviv1� l `i — 6, vtC,G Q l &v�S� lo o 4Inis lAtcot Loc 4.-V4-40 cooa Yeti e c-nav cs7 X111 G7,11 back k Z• V\ cL scGtie4 vv■ 1cv* lrGSolot "ry tov 40 C. a&- C.�. ec I - l3c. - t- ko. V c:acL (--T)ciory -ZyGt:, t--o-vkAck■r4c. c-kknt.c.1) ik' .-0v-y\c---Ic. CAI A\0'. Scal 0,:kk . L G►\Or Ovv=k6e Skay. �t ti G- Lk GVA.C.er 95 £ eeAS 0,4.4" /)c- kreScAcCo.1 c�o ��� �.d) �l . ��.�. ..1-0 6c_ YGSG \UC ' • • ka Nok t �T £f Vevym. �•� (10 /T2aMO)ccwee, 1� �LaDt� GJ ‘4.u‘ fit, .D.A t�1.� co e• c l tc CITY OF TUKWILA taltBuildl,ng Oiv +lion - 1 ' " TION $�``� � �� 6200 Southcenter Boulevard Bl� ' DING PERMIT APPLI , sy Tukwila, Washington 98188 Control # (.206)- 433 -1849 Site Address 6. 4 5 0 5 oK44.ewl. -.Gr 1311, el. Suite# Floor# 1 Project Name /Tenant R o 'ma y Q. .r,�e g Jo dot1 9 -00 o o P.rtslA cob320- Valuation of Construction Assessors Account# P.�.tiel �K 000�2v- oot2 -o 9' Property Owner $ .,�,.4 W, he // 0.eu.€1op o eK+ Go. r~c Phone Address 1300e1 & 0c:1+' 4,,,; +e to 4) K.e.r, +) Lt1 a . 44; 0 3 2— zip Applicant Dcw Lc1 l< e..111,.4 A rcl i ; {-ec -1-- Phone 43 3 _e qz?% , Address 12878 Two- e,-..A,bah Ave• S. 5i2- 44.+0-e7 t.v4. Zip 18 l G,c5.5 ) Architect /Engineer 5Q- ,...,.c �s appI IC, Q.K-}- Phone Address Zip Contractor /Uov,e G40os461 Ye-}.- License# Phone Address Zip Class of Work: NrNew C1 Addition Tenant Improvement EJ Remodel (residential) [] Reroof Demolition Interior Demolition El Other Describe work to be done Gom 1•4-r1te--6-ioh a.P a mi tt) I -S4 -ors/ o- '► 4-r b 145.) g--2. G!� K • . __ •- r 1 v1 ■ e , GO • --,.1 , r / O, IA- I -, Type of Const. (UBCYTAN le i4Hk, Occ. Group (UBC) 16 2 Square footage of entire building l 4.) 7cx Square footage of tenant space 0 Building Use vat 0 P -Pt4-e__ Will there be a change of use? JJ Yes No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes [R No If yes, explain I HERBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature) £ �.= Date 61/ 9/6} 8 (print name) A Lail fjy /€',,s.t_v_. Contact Person (please print) Q la-PA L y A5 pi-,..._,A_ Phone 4133--81P4,7 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ &3C /3'•p) Receipt# 62/(;) Date Paid Y1 -4- Plan Check Fee (000/345.830) /$5,0C' Receipt# 4/6/(/ // Date Paid ; Apwr Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 2.(c, Date Paid _ -_. Energy Sur Charge* (000/386.907) /3,00 Receipt# 6 z.-, D Date Paid i, _ y- Other ( ) Receipt# Date Paid *New construction only TOTAL Cf7_____ (OWES: $ /J4 . 7C ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entirq Building: FLOOR USE /Occ Type SQ.FT. occ- LOAD USE /Occ Typel SQ.FT. OCC LOAD. USE /Occ Tvpq SQ.FT, OCC jna= TOTAL SQ.FT. TOTAL OCC. ..TOTAL TRACKING 777—rsnr.Tr BLDG it f:(. ;C/-3 01 -$e COMMENTS /1 Approved for Issuance -lk(' yp o onst. To Mahan: - Date A' 'roved: I -`Z- ;11. RE ti a -cI_ S$ %�3 Approved Initials) !� Per letter sate • ' i - iliv Fire Protection: . p n lers ❑ Detectors 5l ?� / V' PLNG ciA6(5 ?, - �e ,, :,.. ,oAZ„ 043%85 Approved (Initials) c/ [J- AR ❑ LAND USE /SEPACONDITIONS Zoning f 0 Setbacks: N S E W Parking stalls required for: Site Tenant Spacd Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALL 'EQUIRED: f25 . ,.y-,t. fro' :: :.: V- PWD 1667 tb/ay-3. Approved (Initials --- Per letter /plans dated U u t-iL Y- . pla.41,v .ou- 4l-. o 101,00 9- ,014- -51 LAAMMOCAPIE • F, �' r 4MrNfi _. __.•__M_..._..._ ._- _. {fie? ltiti + WALL-2 665 *11Zuc-i,_. -Ttari A-- a o N ootl': g - ,- yap. e ;T1 6 16 C li'G 1), ?16° SDI I sa N -114*N o4 u IZ. . OT4., f 4'7 25 d I0; \\- iuN4011 16144 Iftcx 511e c.ONC4201 PAD (4Dt :44e i 07. -- ---r 1 BUILDING tsoclis „BLDG. Hat AFF 410",;' avow wimp AM/4W Ea4M0 I if ` ! =#-61' . r3 souttiamen semeritwogr stre RAW . frMOSyfJt %Fie:�P'.'?j�?ga''ry?=°• spas_. �' �, �f�.':.:._.,., �. r_. L4�'? t�•?' . °,•.rv:�_,......,n-- :...._._., !si9ti; r,,;..r'E; - ifY.+ts.:; ..s- •:.'..' ?"•bZSSe t:'+1 �1 . =;!•=H h .t r ri 4 1) F i R X):PE. \2 )( e' (I 6 (6f4 cksgraizeD t-t M T4 FEt .1 1"..L'A4;?e r ' t 64 -VALE. N Ae- ti?% 11 X2..14A.TIbW4Lr .45MM,$0(... ©F P+a- 6 ' WAR. "STAB -91e24 `) RV.' hem'r ca.sislovizepii RY. ;a• +:: •...._ ,,. a,.:s... rc r� ,.._.... ...,(.S '-Z 2.: , 0 t w/ /7toot,roLe low it, .. . rtogive ' fir 4 4* , ,frkot4-tbiNezi {f 1.M i....1 / ._,., t tbe _. i ti'�'111..141100 • LEA PARCEL "A" • ; C I NOV 2.18 That portion of the Wm. H. Gilliam Donation Claim IN AO in Township 23 North, lunge 4 East, W.M. , in King; ` ea, ee . County, Washington, lying Northerly or the Fenton Three Tree Point Road, and lying Southerly and South::_ -_:_ easterly of Macadam Road and lying Weaterly of 65th Avenue South as conveyed to the City of Tukwila by .Deed recorded under Auditor's File No. 7105100426; TOGETHER WITH that portion of vacated Macadam Road VaNY / doV I j� . o6! ` n• O i> ' Mn, .g . • r i aY is wt • or ra teund d y rCtu y toof ,T we a N„ O r ne O 12' 1 a/a e:"o'% FR v; tla .9i4•‘> r .1/ t.t• 44 /l t ,se *4• Y' <% 4-. e ddy ,/ PARCE? "err That portion of the Wm. H. Gilliam Donation Claim ho. 40 in Township 23 North, Range t► East, W.M. , described as follows: Beginning at a Joint on the center line of the Renton- Three 'Tree Point Road Number 2649 at its intersection with the West line of Section 23, Township 23 North, Range 4 East, W.M. , said point being Engineer's station 135 +29.92 from which the Southwest corner of said Section 23 bears South 0 011'42" East 2044.06 feet; thence south 814 °51'!J8" East 1647.24 feet; thence on a curve to the right having a radius of 955.37 feet, 360.00 feet; thence South 63°15'46" East 359.16 feet; thence on a curve: to the left having a radius of 5729.65 feet, 370.00 feet; thence South 66°57'46" Eaut 1162.53 feet; the: 3,:e on a curve to the 1rt having a radius of 716.34 feet 442.40 feet; thence North 77 °38'42" East 201.68 feet; thence leaving said center line of said road and running North 0 °l4' East 272.03 feet to the true point of beginning; thence North 59 °59' East 365.00 feet, more or less, to the Wez te•riy margin c t 65.h Avenue South•, as conveyed to the City of Tukwila by Deed recorded under Auditor's File No. 7201070395; thence Southeasterly along said Westerly margin of 65th Avenue South to the Northerly margin of the Macadam Road; thence Westerly and Southwesterly along said Northerly magi n of the Macadam Road 200.00 feet more or less, to a point from wnich the true polr,t; of beginning bears North 0 °114' Eaet; thence North 0`'14' East 96.21 feet, more or less to the true point of beginning; TOGETHER WITH that portion of vacated Macadam Road adjoining as vacated by City of Tukwila Ord!nance No. 671, recorded under Auditor's File No. 7108120429,,p.y o aaa, "fmg jawayar aaP aleitaVaLef ,QAPPAAWAire I!/Q 1440 ,?fC4.4•�.7 U44D16-44}1 )e t aAN2,4 v . /10.0,,r79J44,4,4 -qj SITE and BUILDING STATISTICS. iG1•fiNG: P.O. ,Professional anc> :17 ;;; ;1 .VjILUJNG SETdf {CKS: Southcenter Blvd: 25' 63t,i r.venue So. Rear ',70 Siue . .0' LAMij... aLTUACKS: Southcenter 8l vc:.: 15' oEl.h Avenue So. : I5` Rear • 5' Side • • 5` i PARKIN(; EQUIRED: Office, Professional & i edica1'. stal1/400 s.f. SITE ;'EA: H(',E,rc;a 53,000 s.f. $UiL. ;U :; ARE ]e,000 .s.f, (28% c:overa';e) TYPE- OF CONSTRLI.: i 1!114: V44 Spr;r;klered - 1 :,terry OCCUPANCY: Office anti /or Accessory, Ret0 1 Sales & Service PARKING aeQUIkEu: 38 stalls PAi1KI! C bhinuicap 37 compact ;4 standard 57 totai = .3.i' /lUlO PAVING 3IuEi AL',.; AREA: Approx. 22,000 s. f . (41.5 %) LANDSCA:P. ON SITE Approx, 16.j00 s.f.. (30 %) LANDSCAPE ALJACEI4i TO SIHE: A,;t:r•Gx. 4,600 s.f. I Iue. a tl., rk . c? 1t 041004 .' 44, #4W4 . CITY OF TMILA APPROVED. -NOV d' a r r .. 73�LN- '..N✓._r r..,: c,e :.;a.,�.„ ,.,.�,,,,. r,• +L' -.� .- ..,. . /..r' ^- ., ... 't,ltg!".. 5�'�f4Ak!5?V�" ,'- c,•:::: ::. r.a .'.'Sr a..,i'.r,. .- .:'r.' : � .- � ▪ . ( r yy, - r'. r.1 1 ,Yk^,�, f z o } w: rr f .{ L • > �,! sis.. .,4 -•Y, Ilillillllllll�!`IIIIII! VIII! jl1lllllll1llllill1IIIIIIIIIIIIIIIIIIII) Lill IIIIIIII1i:,.1liIIH Iii`i l !LIIIlili!Ilil1!L!Ili!I!I!I! 1111111! 1111111 !IIIIIi1III1;1 i1!111i111111j!L 0 I& His N(. r, 1 2 4 , 5 E 7 g 9 10 11 MdDERlGEPML!JY 12 T T .: If the microfilmed document is less clear than this -eeed004e it is due to the quality of the original. document. 0E, h. !SG 5Z +7Z £c' l � 6� _.gl 4 it 91.... ai_.. _ y! .... , ` Zt !` .,.. it G.' 4 y 1 +7 E l 11w 1 I I'I�Ili�1 111 �i ii illli1l�li II11111I111!111lfilllll 11111 IIII�IIII1iill111111llllillll1Illlillll61i1111�1Illilllllllllilll! Illll�l�illll' �lilllllilillllIIII�IIIIIIIiIIIIIII111111111�! 1111III 1111llll! I! lilt�I�IIIli111bilhill�lllIIIII' Illllilllllllilillllll !1iIIliIILl11�11111 I� I , Incl. I I I ...,..�, I Ill II r3a • araweemamaammeave f 115165 I"' t • ! RE NT01v�'°f` :�.�_. f t: GRADING , STORM DRAINAGE & UTILITY KLAN LEGAL DESCRIPTION PARCEL "A" That portion of the v'nt. H. Gillian Donation Claim No. 40 in Township 2.7. North, Range 4 East, W.M., in King County, Washington, lying Northerly of the Renton Three Point Road, and lying Southerly and Southeasterly of Macadam Road and lying Westerly of 65th Avenue South as conveyed to the City of Tukwila by Deed recorded under Auditor's File No. 7105100426. . TOGETHER WITH that portion of vacated Macadam Road adjoining as vacated by city of Tukwila Ordinance No. 671, recorded under Auditor's File No. 7105120429, and vacated by City of 'Tukwila Ordinance No. 1129; recording No. 7910180588. SCALE: 1" 6. 20' EXIST. SAN. mri - 'REM 37.6 I.E. = 21.96 1 SPECIAL NOTES:* 40--- -- 46N PARCEL, "B" That portion of the Wm. H. Gilliam Donation Claim No. 40 in Township 23 North, Range 4 ;past, W.M., described as follows: BEGINNING at a point on the center line of the Renton -Three Tree Point Road Number 2649 at its intersection with the West line of Section 23, Township 23 North, Range 4 East, W.M., said point being Engineer's station 135+29.92 from which the Southwest corner r,: said Section 23 bears South 0 °11'42" East 2044.06 feet; THENCE South 84 °51'48" East 1647.24 feet; THENCE on a curve to the right having a radius of 955.37 feet, 360.00 feet; THENCE South 63`'l5'48" East 359.18 feet; THENCE on a curve to the left having a radius of 5729.65 feet; THENCE on a curve to the left having a radius of 716.34 feet 442.40 feet; THENCE North 77 °38'42" East 201.68 feet; THENCE leaving said center line of said road and running North 0 °14' East 272.03 feet to the TRUE POINT OF BEGINNING; THENCE North 69 °59' East 165.00 feet, more or Icss, to the Westerly margin of 65th Avenue South, as conveyed to the City of 'Tukwila by Deed recorded under Auditor's File Not. 7201070395; THENCE Southeasterly along said Westerly margin Of 65111 Avenue South to the Northerly margin of the Macadam Road; THENCE Westerly and Southwesterly along said Northerly ntarg,in of the Macadam Road 200.00 feet more or less, to a point from which the TRUE POINT OF BEGINNING bears North 0 °14' East; THENCE North 0 °14' East 96.21 feet, more or less to the TRUE POINT OF BEGINNING. 47.50 T.C.W. 43.20 T.P. - -�� EXISTING ROCKERY-- - -- 52.5 TCW 44.Oi'� 49,20 T.C.W. 43.40 T.P. 47.00 T.R. 43.2011'. 175.5'' 1\171 °O4 AG 1 NOV 2 1288 _- -- M1N._ 2._ ._41.5..T_CW BENCH 43.5 TP.N. w >> w cr >- I--- iJ 0 cc tr w w 0a w w W U! to c d 0 0. Coachman ci U 44_OQ 43.70 TP ��? 541 TOGETHER WITH that portion of vacated Macadam Road adjoining as vacated by City of Tukwila Ordinance No. 671, recorded under Auditor's File No. 7108120429, and vacated by City of Tukwila Ordinance No. 1129, recorded under recording no. 7910180588. EXISTING ABANDONED 18" CLA STORM PIPE (CONTRACTOR SHALL CONNECT EXIST. 18" STORM TO NEW TIGHTLINE SYSTEM) 1 A" ADS STORM TILHILINE FOR YARD DRAINS AND ROOF DRAINS @ 1.0% MIN. EXIST. CB_ RIM = 45.3 I.E.= 41.0 I.E.= 40.9 I.E.= 42.9 INSTALL, 1 -8" 90° ELBOW (MJ) CONC. BLOCKING ,30 _LF. 8"_ DI/ J? T F . IOC CHECK _QLV PER CITY STD. (SEE SHEET 2 OF 3) i i 'C / 5'x5' ONC. PAD VNTRANCE \\ ,ry 0E3 #1 YPE 1 RIM =-4-1.3 1.0 °fa I.E.= 39.29 c it _T1GHTi 1NE FOR .1_ FOOTING DRAINS AL s N RE. AININC WAL 42.70 HP 43.65 i 42.3„0 w 0 in N AZ w z 5z-- _ 47.G0 T C,w. _._ 42.28 T.P. 44.OG B.C.W. \O 0 a t.0 • OF z� • Q } z1- z_ w 0 0 N _ ILF� 39.00 __ 12" « CMP WITH 1.0 C.Y. RIP RAP USING 6 " -8" QUARRY SPALLS TYPICAL 1.0' WIDE CURB BREAK . -- IN EXTRUDED CURBING PER DETAIL. CURB BREAKS LOCATED AS SHOWN ON PLAN @ LOW POINTS & 20' ON CENTER SPACING EXIST. CB vl=363 I.E.= 32.90 I.E.= 31.80 tir) 4' CONC; _` WALKWAY 36 A 0 42..25 HP 37.06' -NEW GRASSLINED SWALE vY,ARD DRAIN' / RIM = - / LE. = 39.95 . r , i ./. B 3 BENCH 42:25 F / / ' BACK Or BLDG_ �YRD:- DRAINL JIM'= 4 - I,F,� =9.40 =" PVC STORM 141±,EULLE FOR YARD DRAIN" & ROOF DRAIN @ / / I / 35.'0 TP 1 PLANTER 4.0 °f= ° 00 94 8:23 GB ' /f�_, v\G 1 - ..._. 33,€16`. / / � ? i .../ 37.83° ..rte °r" ,---- -GS CB 05 TYPE if ..\' RIM 35.8 I.E. 31.8 37.72 CONC. STORM SURVEY DATA BOUNDRY AND TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN WAS OBTAINED FROM BOUNDRY AND TOPOGRAPI-ii: SURVEY BY LEONARD I. SCHROETER, DATED JULY 5, 1978. DATUM: USC & GS TBM #I: S.W. END OF CONC. WALK ON 65TH AVENUE SOUTH (ELEV.= 30,34) TBM #2 S.E. NUT WITH "X" ON FIRE HYDRANT AT S.W. CORNER OF SITE ALONG SOUTHCENTER BOULEVARD (ELEV.. 34.46) EXISTING CONC. CURB 8 SIDEWALK 0 LEGEND STORM DRAINAGE E o f2 ea, C) NCO 0 az: crili 0 stns vi ' (7)ell 0 o SD Y oa 32 CO • ERPLATE ~ o _ - RIM � 39.90 •` '� '` I.E. _ ' 32.00 6� �F 12" CMP X. 24" CONC. I.E. i2"1, CMP 33.00 WITH TRASH RACK INLET AND ONE (I) C.Y. QUARRY SPALLS RIP RAP PAD EXISTING STORM DRAINAGE EXISTING SPOT ELEVATION SS O----- EXISTING SANITARY SEWER PROPOSED SANITARY SEWER FLOW DIRECTION PROPOSED SPOT ELEVATION EXISTING WATER LINE PROPOSED WATER LINE CONCRETE WALK CB # 3 TYPE II-54" RESTRICTOR STRUCTURE WIOIL WATER SEPARATOR AND SOLID LOCKING ..LID RIM = 35.00 I.E.= 26.30 OVERFLOW = 31.00 EXIST. CB RIM = 29.7 I.E.= 21.60 I.E. = 25.46 (NEW 12" E) EXIST, CB 42 LF 12" CMP @ 2.0% !ca ;(n 32 LF 12" CMP @ 20.9% EXIST`, CE3` I2' RIM = 29.20 e I.E.= 27.70 EXIST. CB / RIM = 34.2 I.E.= 32.2 SPRINKLER DESIGNER SHALL DETERMINE ACTUAL SIZE SIZE OF DOUBLE CHECK VALVE & NOTIFY ENGINEER IF SIZE AS SHOWN ON THIS PLAN NEEDS TO BE REVISED. 2. ALL ROCKERIES TO BE INSTALLED AT A MAXIMUM fiEIGHT OF 4.0 FEET FROM THE TOP OF THE HIGHEST POINT OE THE ROCKERY TO THE FINISH GRADE AT THE TOE. ANY ROCKERY WHICH EXCEEDS FOUR FEET IN HEIGHT WILL NOT BE ACCEPTABLE AND WILL REQUIRE A CONCRETE RETAINING WALL DESIGNED AND APPROVED BY A STRUCTURAL ENGINEER. INSTALL: 1-8" TAPPING TEE(FL) 1 -8" GATE VALVE (FLxMJ) CONC. BLOCKING EXIST. CB RIM = 29.9 I.E,= 25.9 (N) I.E.= 26.9 (W) I.E.= 27.3 (E) LE.= 20! (5) (ADJUST RiM TO FINAL GRADE) IV 25, WIDC.'- DRIVEWAY PER CI_LY_ $T.D 01 Southcenter Boulevar _EX. SS = 29.57 I.E. = 22.03 ADJUST RIM TO EL. =32.31 WITH SOLID LID NOTE: NEW STREET WIDENING AND IMPROVEMENTS PER CITY OF TUKWII_A SOUTHC -NTE `BOUL _' ARD STREET IMPROVEMENT PLAN \\ (CORE DRILL INTO X. MH AS REQUIRED) REMOVE EXISTING CONC. CURB_\ AND GUTTER PER SOUTHCENTER BOULEVARD STREET IMPROVE \ EXISTING OIL /WATER J SEPARATOR RIM =31.09 I.E. =18.62* (I8" N. & S.) LE,= 22.68 (18" W.) I.E. =23.18 (12" E.) OVERFLOW =22.12 SD EXIST, I.E. -25,0± Ex, -cad RIM =29.97 I.E. =26.47 �XIST_ CB RIM =29.97 1.E. =24.50 (12" S.) I.E. =24.40 (12" W.) EX. LE. = 16.84 EXIST. CB RIM =29.97 I.E. =24.27 EXIST, CB RIM = 29.97 LE, =26.21 (12" W.) I.E. =26.00 (12" N,) EX. CB RIM = 315,82 I.E. = 26.00 (12" E.) I.E. = 24.50 (I2" 5.) I.E. = 24.40 (12" W.) EX. GB 45.0 - 4, NEW A.C. PAVEMENT .._ _...?l4 _ _ PROPOSED CONTOURS - ---- -� DRAINAGE SWALE RIP RAP EXISTING CONTOURS 30 a;ca ,,o 49.00 TR 44.0 BR mamma., _.,...0"...._ TW TCW BCW ROCKERY TOP OF ROCKERY BOTTOM OF ROCKERY STORM TIGHTLINE & YARD DRAIN TOP OF SIDEWALK TOP OF CONCRETE WALL BACK OF CONCRETE WALL fir 7 f •) :`.'{ (5 W/ OILIWATER SEPARATOR RIM = 30.64 !..E. = 23.74 (12" E.) I.E. = 19,90* (24 1 OVERFLOW = 25.00 Get 0fMINIM APPROVED Y =;r iY.Y _,n .. 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CONSTRUCT iON SHALL BE I N !`.CCOitDANCE WITH "STANDARD SPEC IF ICAT IONS FOR MUNICIPAL PUBLIC WOKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981 EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR IS SOLELY RE.SPONS IB'.E FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE SITE. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT IN -PLACE ALL UTILITIES AND /OR STRUCTURES, WHETHER SHOWN OR NOT SHOWN ON THIS PLAN. DAMAGE DUE TO CONTRACTOR'S OPERATIONS SHALL BE REPAIRED Al THE CON- TRACTOR'S EXPENSE. 4. PROVIDE AND MAINTAIN TEMPORARY FILTER FABRIC SILT FENCE TO INSURE SEDIMENT -LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE I N OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL. FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, iT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM I2EQU I REMENT S, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 5. ALL TYPE I CATCH BASINS SHALL BE PER APWA STANDARD PLAN NO. 52 WITH APWA TYPE 60A OUTLET TRAP AND APWA STANDARD PLAN NO. 49 FRAME AND GRATE. 6. ALL REQUIRED STORMWATER RETENTION /DETENTION FACILITIES MUST BE CON- STRUCTED AND IN OPERATION PRIOR TO PAVING AND BUILDING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC IVORKS. 7. THE BACKFILL SHALL PE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS, WITH A LOOSE AVERAGE DEPTH OF SIX INCHES (6 "), MAXIMUM DEPTH EIGHT INCHES (8"), THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EYTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS EXCAVATED FROM THE TRENCH, EXCEPT THAT ORGANIC MATERIAL, FROZEN LUMPS, OR ROCKS OR PAVEMENT CHUTES MORE THAN SIX INCHES (6 ") IN MAXIMUM DIMENSIONS, OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED. 8. ALL STORM DRAIN PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C -14 -2 OR ASTM C-76-1I OR 16 GA. GALVANIZED STEEL OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE. STEEL OR ALUMINUM PIPE SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA SPECIFICATIONS SECTION 60- 302G2. STEEL PIPE SHALL RECEIVE TREATMENT 1 ASPHALT COATING INSIDE AND OUTSIDE, OR BETTER. 9. BEDDING FOR RIGID PIPE (CON R2rE OR IRON) SHALL BE CLASS "B" PER APWA STANDARD FLAN NO. 62 (PEA GRAVEL. FROM FOUR INCHES (4 ") BELOW PIPE TO SPR I NGL I NE) . BEDDING FOR FLEXIBLE PIPE (CORRUGATED METAL OR PLASTIC) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. 62 (PEA GRAVEL FROM FOUR INCHES (4 ") BELOW PIPE TO SIX INCHES (6 ") ABOVE PIPE). TRENCH WIDTH SHALL BE 40 INCHES MAXIMUM OR 1 1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN SIX INCH (6 ") LAYERS COMPACTED TO 95% MAXIMUM DENSITY. 10. EXTRUDED CURB SHALL BE BONDED TO THE ASPHALT SURFACE WITH AS EPDXY BONDED AGENT SUITABLE FOR THAT PURPOSE PLACE 18 INCH, 04 REBAR AT 8' -0" O.C. 11. IN ALL AREAS, OTHER THAN ROADS, WHERE CONSTRUCTION REQUIRES THE REMOVAL OF SOD, ETC., THOSE AREAS SHALL BE HYDRO- SEEDED WITH RYE GRASS FOR THE PREVENTION OF ON -SITE EROSION. 12. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP CF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR THE PIPE BEDDING" THE FIRST L1FT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10.00 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR 15.00 FEET FROM THE TOP OF THE CHANNEL BANK: 14. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. . A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL DRAINAGE STRUCTURES .NOT ON PUBLIC RIGHTS -OF -WAY SHALL HAVE ROUND, SOLID - LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. 17. ALL ROOF DRAINS AND FOOTING DRAINS SHALL DE T I GH i L I NED TO THE STORM DRAINAGE SYSTEM. 18. ALL SPOT ELEVATIONS SHOWN ON PLAN ARE TO TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 19. THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROS I O'! . THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. INHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION-RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. 20. SEE ARCHITECTURAL SITE PLAN FOR DETAILED INFORMATION AND DIMENSIONS RELATED TO CURB RETURNS, PLANTER DIMENSIONS, SETBACKS, PAVEMENT EDGE LOCATIONS, ETC. 21. ALL EXISTING UTILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A FIELD SURVEY AND FROM AVAILABLE PUBLIC RECORDS. CONTRACTOR SHALL BE RESPON- SIBLE FOR LOCATING ALL UTILITIES WHICH MAY CONFLICT WITH CONSTRUCTION, WHETHER SHOWN ON THESE PLANS OR NOT ENGINEER DOES NOT WARRANT THAT ALL UTILITIES HAVE BEEt SHOWN. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TELEPHONE COMPANY, THE GAS COMPANY, THE POWER COMPANY, AND THE CABLE TV COMPANY PRIOR TO CONSTRUCTION SO THAT THESE OTHER UTILITIES CAN PREPARE THE NECESSARY PLANS FOR THE EXTENSION OF THEIR RESPECTIVE UTILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THESE ACTIVITIES. 23. THIS CONSTRUCTION SET OF DRAWINGS FOR THIS PROJECT INCLUDE A TOTAL OF 4 , SHEETS. GENERAL NOTES AND DETAILS PROVIDED THROUGHOUT THE DRAWINGS SHALL APPLY TO ALL SHEETS AS APPL!CABLE. SPEC Ii=I CAT IONS OR DETAILS PROVIDED ON ONE SHEET MAY APPLY TO OTHER SHEETS. WATER NQTE : 2. AStlt tvatcr lines shall he C(�nstructed in accordance with the City 01 Tukwila Specifications. Minimum cover for tvatcr plains shall be three Ices. 3. All water Tines shall be ccment•Iincd, ductile iron, Class 52. 4. All fittings shall be cast iron or ductile, with flanged or mechanical joint connection, and he of the sank thickness class as the pipe used. S. Ali 'water line, service Tines, and fire lines shall he tests(' in accordance with the. City of Tukwila Standards. t . Fire hydrants shall be constructed per Standard Detail '.' -3. 7. Wet tap to existing water main shall be coordinated with City at (east 48 hours prior to construction. rt4t CONCRETE CURB 8. All water meters and service lines shall be installed per City of "Tukwila Standards Lnd Specifications. 11. All pipe fittings and valves to be listed and labeled by J.I,. for fire service; installed, Tested and flushed as specified by NFPA Standards No. 13 and No. 24. Property completed contractor's material and tem certificates 'aTre uk toi wil ha. �Ne provided to ashing'on surveying and rating bureau and the City of SANITARY SEWER NOTES: 20' - -PLUPE AS AEC(SWY rtr SUSiLIIT DURING CONS( AtIC1 gN ASPHALT PAVEMENT CURB BREAK DETAIL 1 All sanitary sewer construction shall be in accordance with the Val -\Jut Sewer District's Standard Specifications. 2. All pipe used for construction of side sewer shall conform to I' \'(C SI)IZ the requirements of AS•1'Ni D•30 34 -73, 3. Minimum slope for O" tide su(YL71 shah be 2.0 percent. 4. Minimum depth of cover for O" side sewer shall be 18". 5. All connections shall he made with ring titc joints. 6. Contractor shall obtain rcqu'rcd side sewer permit from District prior to construction. CI WATER GATE VALVE, IMJxFL) CUD 2-3/4' SHACKLE RODS (COATED/ = - TO VALVE OR NEXT PIPE BELL. ADAPTOR (FL.xMJI _ -_- GATE VALVE (FLxMJ) OS & Y FLANGED DOUBLE C'IECK. VALVE D.S.H.S. APPROVED----- - AND STATE CROSS-CON- NECTION REGULATION SECOND CHECK VALVE IS REOUIRED IF DETECTOR VAULT LIES WITHIN 1700' OF AN ALTERNATE WATER SOURCE (.E. POND, RIVER, ETC.) GATE VALVE IFt.xFL ) POST INDICATOR VALVE TEE IFLxFL) ADAPTOR (FLxMJ) 314" SHACKLE RODS (COATED) HRusT fa oCKING )0 "DI ONE SHALII. BE A PIV t..; alnd the Val-Vuc Sewe NOTE, (i)PIPE a FITTING SIZES SHALL VARY WITH INDIVIDUAL FLOW REOUIREMENTS & SHALL BE DETERMINED BY THE FIRE DEFT. ®PIT LOCATION TO BE OUTSIDE OF UTILITY EASEMENT OR PRIVATE PROPERTY. 02` CLEARANCE SHALL BE PRO- VIDED FOR. WORK SPACE AROUND ALL FITTINGS TO IN :rE nF VA►)IT ®COMPLETE VAULT SHALL HAVE A 46'x48' STEEL HATCH OR TWO 3'0: STEEL HINGED DOORS (PIPE INC. E25, 76633, OR EOUAU LEAS WO PITiAL 4' FLANGED CHECK CONN. 3-4' ABOjte VALVE GRADE PAINII.Etf SAFETY 12' MID, WATER TIGHT CEMENT I GROUT TO BUILDING rte: II x ,o• DI 1,..577 LA PIT OR GREATER , PPE 'NC. 4,0"1‘7.x7' 6' MIN., 3- WAY, FIRE DEPT. PUMPER :O11- NECT1, 4. CHECK ASSEMBLY AS REQUIRED BY CITY OF TUKWILA f L B aDJER OR- v;(P::i FSE7, SEE c.•. �T- - G-- RA A FRASAE 6 GRATE iLEvAT ION i• 1 s .f dl .A • PCr .. Z. Pi OACWEE.* 6�3 ELEA TO lPL.vix DETENTION A OIL S:H.RATION ti. r'( • 33.06 PIPE MLJWP3R1- NTS RIM= 36.00 -.-- -. •• N3 -6: 3::L13 :Jvt; mARAED "DNAl6- MITH LoCKIJG DOLTS UNLESS GTNER.ASE APPROVED eT EG.NEER C.LLIN -200M CLPt„ITY SLACK WHEN GATE IS DOWN FASTEN Ct(AI6 :0 fRAME • STA N(J.RD r.LLVANlED STEEL OR LLUwINUN L:.ODER /STEPS. txtrtzr ( 12" CMP s,PE 131Es cILu4OUT can A. SHEAR CATE, IRON BODY MAZE MTJ /so f trr STS OR, B. LILT GATE, NO. C /C /l -LG, CLSCA.DE Ct9..VER1 IN: , OR c. 'vtiCA :CVI;.L APpFavED et DeCNYE ER. wort CL' 27.76 RESTMICTOR PLATE WIT), CR' ICE AS SPEC>F1E0. NOT NEEDED IF ONLY TOR OE Fr,A,LUT10t( CONTROL. ORIFICE I t5/16"0 CB #3 TYPE H -54" • NTS N.En, EL 27.76 1 P :FE SECS & S:OPE„ =ER PLANS 3 N.ETAL FARTS A CORROSt06 RESISTANT OR G- _LA6•,E0 LLLw16uh TYPE 2 2 IF GA.vANt2ED STEEL PiRE, N_vE ASPHALT TREATMENT 1 a FRAME E LADC'ER C•A STETS OFFSET SO • CLEAN'3UT GATE ISvtsI8LE FRCP 1CP 8- CLIUBD0*6 SPACE 15 CLEAR OF RISER 8 CLEANOVT GATE ) ' EXTRU F CONCRET CURS DETAIL NTS l..- . z�...__ IN,SN GRAM -- a • i G, a` a O r_ C 0 O OUTLET C1FL:111 601 LESS T.,A6 CC++Br,EO C. FRLME 15 CLEAR OF CURB 5. STRUCTURE SNLLL BE A TY?E CJTC4 BASH. MINIMUM. 56 MIN. - WALL AAC,PII . USE COMISt £GGNEGATt NO. r SEC ! 03 It tt) YINIM L G >7 rtN?OUTEO CRAW PIPE wry!' swami %/TLrt TO Or INSTALLID LGJ,T at AS LO,T AS POSSIYL1 NG NO MGNEA T,U ( THE SJSG•ADE / GRAVEL GACKr ILL roll VAAINS OA GETTIJI HC •0SIE(t) Pt ACE ROCK On rIAM V.C•w •BOO S:AS OR CO.CMTC G,7E ROCKWELL DETAIL NTS z J EXISTING_ ROCKERY 2' MIN. BENCH 'v'..,--EXISTING GRADE 52 l'(7r11IF'41 ) NOV 2 1988 2' MIN.. BENCH 0 CP I O N 1 • 0 0 N EXISTING GRADE ---2' MIN. COMP. DEPTH CLASS 'B' ASPHALT CON(:. PAVE_ME.NT -4" MIN. COMP. DEPTH No' MINUS CRUSHED ROCK - --G IMPORTED PIT RUN SAND AND GRAVEL. OR 1 ,I4T MINUS CRUSHED ROCK TYPICAL PAVING SECTION MIN. ' DOWNSP0 ; • } 2" T O GRADE NTS f�2.0% -- F00TING DRAIN BACKFILL WILL BE COMPACTED USING NATIVE SOIL. 'JFi SELECTED MATERL1l_ AS ,)IRECTED BY THE ENGINEER. CONNECTION TO DRAIN TO BE MORTARED AND MADE FLUSH wI1H INSIDE WALL. JOINTS TO BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 6" PVC - -18' CONC. iSEE YARD DRAIN DETAIL) -"4' MIN. TYP. ALL AROUND 4_ CEMENT CONCRETE DOWNSPOUT TIGHTLINE TO YARD DRAIN NTS 42 40 52 48 44 40 48 44 40 4' O to // 15' MIN, 6" PERF. FOOTING DRAIN PIPE W /GRAVEL BACKFILL AS RECOMMENDED BY SOILS ENGINEER (FOOTIN DRAIN TO BE TIGHTLINED SECTION STORM SYSTEM) N.T.S. PROPOSED RETAINING WALL PER STRUCTURAL PLAN , PROPOSED ROCKERY-- --�\ r--- PROPOSED PARKING 1 PROPOSED DRIVEWAY/ 1 NOTE, EXISTING ROCKERY AND PR POSE SLOPES AND RETAINING WALLS SHALL BE APPROVED BY SOILS ENGINEER MIN. 6" PERF. FOOTING D AIN PIPE W /GRAVEL ~' '! / BACKFILL AS RECOMMENDED BY SOILS ENGINEER (FOOTING DRAIN TO BE TIGHTLINED TO STORM SYSTEM) OR TO . •NSTRUC N. E ON _En CV to N.T.S. �-- EXISTING GRADE 0) TOP OF RETAIN- ING WALL opjjj Wtsi Otos O cr -RETAINING _... RETAINING WALL O PROFILE • SCALE: HORIZONTAL 1" us 20' VERTICAL - 1" a 41 PROFILE & SECTIONS OF PROPOSED RETAINING WALL & ROCKERY AS SHOWN CM OF IO A APPROVED N0 12" CMP%° 38 r... 2.0 % PARKING AREA LANDSCAPE BERM PER ����- 1' ,�-� LANDSCAPE PLAN 4144_ J-> __S_QD_LA_PERPENDICULAR TO SLOPE PLAN VIEW I " = 2' 36 \_3" MIN. DEPTH TOP SOIL TILLED INTO EXISTING SOILS TO 6" DEPTH 34 CURB WITH 1' BREAK AT 20 O.C. OR CURB STOPS SECTION A-A SCALE: 1 "in ^'1€ORIZ. 1" • 2' VERT. EXISTING SIDEWALK sss isss .. 1. .. _..... _. ._. i !..I > r I�ty:rt_.:� �.,. i i I��I {I ill I ii!!I i I ! i mill li-l�i ICI III ICI ICI III I!i' �I{ ( I� { i ! f { 0 lb TIM'. It1C:'. 1 2 4 tf the 1111 I{111111111111 1il l'il111111111111i{1IIIL{1I il`II111I1I111I 111! IVIII1I{ I1IIi1I1{1I!I1I!I1f1I1j1111111l{I {II 5 6 7 8 9 10 11 MAOEINGERMAt1Y 12 Microfilmed document is less clear, than this it is due to the cual t:y of the original document. Fir' fsC LL', (9e SL hZ EZ ,;;, 61' $t a 91 .... ;, �`. 42t .....,£` t `_ 6. ' 0 L 9 (; '1 E e L ww I I l I( 'I 11 i 1 ( I' 1 1 1 1 !, . 1 11 111 I I I II I I III 11111!!II!�'lil!llll II!!!!II! !IIIIIIlI liil!{II! 1111!!!11 IIII!IIII�IIII!I!!I I!II!IIII l;l!!IIIl�I!!!!II!IIIIII {Illi III'lllll IIII!I!II IIII!IIII_.IIII!IIII il!I!IIII IIII!IIII IIII!IIII III! II!I�IIII�IIII Illlllnl.11lllll�� I IIIllllillll!Ilil IIII!,ill .III!lill IIII!flll IIII!IIII ��it!IIII1 116168 mesiMmimmoammimmw I.O' MIN. --- ILOW ! KEY ROCK INTO SWALE MIN. 0.25 O SUMP BEHIND ROCK CHECK DAM SHALL. BE INSPECTED DAILY, AND CLEANED WHEN COU -ECTED DEBRIS EXCEEDS I/7 OF ITS DEPTH . NOTE : ROCK SHALL BE 4" MINUS QUARRY ROCK. N C7 SWALE CROSS — SECTION AT ROCK CHECK DAM 3 SWALE FLOWIJNE ROCK CHECK VM PLAN OVERFLOW EL. =30.0. 0 0 0 O 0 0 0 0 0 0 0 0 • 1-0.5' MIN. KEY ROCK INTO SWALE 0.25 (MIN.) ROCK DAM CROSS - "SECTION ROCK CHECK DAM DETAILS NOT TO SCALE GRADING AND TEMPORARY EROSION CONTROL PLAN SWALE SLOPE CHECK DAM SPACING • -5% 15Q; 5-10% - 100 10 % 50' 3e 4) CMP PERFORATED STANDPIPE I" 4), TYP, AT 10" C-C — 10 PER ROW TOTAL 40 PERF. 24'10 CMP PERFORATED STANDPIPE 11/2 "MINUS WASHED ROCK CONE .86 \ (51 GO\ r� 0 \ OF' Qtr ,.\\ TEMPORARY "V" DITCH NOT TO SCALE 1 IIIfIII AI: //1 ,(J) 54' TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 71.04"46.7. E. 75.52' ha 46 35 L.F. TEMP. 8" CMP p,0 38 A9 36 \O ° TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN NOTES t. AN limits of clearing and areas of vegetation preservation as descri- bed on the plan shall be clearly flagged in the field and observed during construction. 2. All required sedimentation /erosion control facilities must be con- structed and in operation prior to land clearing and /or other construc- tion to insure that sediment -laden water does not enter the natural drainage system. All erosion and sediment facilities shall be main- tained in a satisfactory condition until such time that clearing and /or construction is completed and potential for on -site erosion has passed. The implementation, maintenance, replacement, and add lions to erosion - sedimentation control systems shall be the responsibility of the permittee. 3. The erosion and sedimentation control system depicted on this drawing are intended to be minimum requirements to !need anticipated site conditions. As constructed progresses and unexpected or seasonal conditions dictate, the permittee should anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control in the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. 4. Approval of this plan is for erosion /sedimentation control only. It does not constitute an approval of storm drainage, size nor location of' pipes, restrictors, channels or retention facilities. 5. Any disturbed area which has been stripped of vegetation and where no further work is anticipated for a period of 30 days or more must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding aione will be acceptable only during the months of April thru September inclusive. Seeding may proceed outside the specified time period whenever it is in the interest of the permittee, but must be augmented with mulching, netting, or other treatment approved by the department. 6, All erosion /sedimentation control ponds with a dead storage depth exceeding 6 inches must have a fence with a minimum height of 3 feet. j 1-fis4-6141#4 AtOrt1,04‘) 140PrO1/4. 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FR5 S PRA Iti(1 Vt . . -- Vg,111,1A- r re rrcrr r� ,1 HA.114)If -� - -- AtIF J hitMe Jaws -- ,- rt. 1 v'3s iWed.`:l aw 2. l • _ J • • . =t . f~ rtc27R. / L L PtTAELe I Aki ( :q i r L +, ..., \ii L..,A,L W CI.�.,- �, ,, , f .'. t1. .1! ' .Y, . ``. i "� N ,'▪ r• c•:a:: a M i S, Y. ':! .,♦ 3. 111:f! i 'SY :�, 16f �f.. h /.,. ^1 ✓ 1 - - f 1J �i µ % ��,.. 111..:�,II `t1J11 IIIl1' ''1t!Ii1 IL1 i .1.111 111 I 111111 .111 1 X11 III I L1�111 111 III III III 111 III I .1 II 1111111111 111'111 111 ill 111 111 111 111 !1!!111 111 111 t111 11 ! I I I Ill�lj�l11 1 I{ 1 1 11 I I 11! I I I% I I I IQ 1 I _1 I I 1 1 11 i I I q 1q I I O 14THS■Na,. 1 2 2 /E 5. 6 - 7 8 ( 10 1 1 MADE IN GfpN4µr 1 % if the tnicrofilmed document is less clear than this .1'60 10, it is due to the quality of the original document • hc: E ;G tz 9c GZ hZ E r i i 1 Ll 9l 5f ,L i L L OL. •• U VW' �� I I I (1 I! I I I� !I !! 1 llinll! lIIIn111!! II,!►!►!!!! I�! n! I!! III!111f1lllillilflllL!Illflll! !!!iI!I!I I!I !!!! II!ifll!! 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BY .„„,26„b_ DATE OUT I'D' 2-1 fciAHAN & DeSALS,'0, INC. RICHARD HUDSON 8e ASSOCIATES INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-610 to es2,- 65/4" 24'- 9" 241-1" <151- 0" NOTES ROOF FRNAING PLAN SCALE, 1/8":11-0" 1) ELEVATIONS SHOWN THUS E I ARE TO TOP OF FRAMING (E0TTOM OF PLyt,400D) PZOVE REFERENCE DATUM. 2) .ELEVATIONS SHOW N THUS < > ARE TO TOP OF PARAPET. 3) ALL NP.11. SHALL 13E 10,1 COMMON (.14811(1) A 2 1/4 " MIN, LENGTH). 4) NAIL.. ALL EDGES e 6" Oh. INTERME.DIATE. FRAMING e 12" 7c. AND 2 ROWS e 4 404. e. e)0UNDNRY5. TYPICAL uNL.Es::) MARK fl THEN NAIL ALL EDGES a 4 " PURLIN NOTES: 031.1TRACTOR MAY P,DJUST PURLIN SIZE WITH LENGTH 'P,.5 FOLLOW S MIN, PURLIN SITE MA'A, LENGTH 4;( 14 D,F, 4 1 201- 0" 4 il, 12 1.3. F. 4 1 ' 16 1- O' 4- X 10 D, F, 4 1 J IV" 0" ROOF T-IATCH 16'- 514" \ie) c2 [131-71\ 11V-Buj /4 12 LEDGER t-, E 31-7 1/2 r tr-r1 \f)( LPY • I 0 C, 1.1/3-c st \ ,\C>\ A" qCX‘ 9*;. 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CONSULTING ENGINEERS 1605 12TH AVENUE SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 ti SIDEWALK PER ARCH, \ WINDOW �~ PER ARCH. 54 CONC, SLAe, 14/6x6- 4J1.4M141.4 W.W.M1 INSULATION RE% ARCH, -44CONT-1 T. 413, SECTION 1\-3 SCALE • 3/4 "= �2. 6 TOP it 0" REFER NOTES ON SHEET 3-5 FOR TYP, REINF. 2 -U5 CHORD STL (TYP.) 1. VARIES L4x4xV4xIL0 14/3 - #B R 21 -6" c 4 "GA, 3/4" CON T, GROUT (TYP.) (PER PLAN) ' 2 "CLR " I I%4 3 "CLR- O • - -- P.C. PANEL SEE CLEV /4:ION FOR REINF.'-, ft4- h e24 "9'� �1i CONC. SLP\5 SECTION B- SC ALE : 3/4 "- r e,M SE AT RE- E -4 0,1 00.LSIEO" TYPE 1E.' CONN. (51M.) SL0k GI-6 O i- 2'1 �L2x2x. %4•x0' -JO" INSULP.T ION REs ARCH, 1/4 g 6 x p'I W /3- /8hcb>61' W.N.S e 4 4 GA. (r EA. END OF PANEL) ,_ 2- #SCONT. T. e RG 1/4/4 - 8 "b ICW I K BOLTS (EMEED 5" MIN.) S, COL. 7 PER PLAN ./I I- 6" DIAMOND 13OLATION JT. G EA, COL. I" LEVELING GROUT 5 "CONC, SLAB i r� I'' GROUT EDGE of SLAB - (NO Ae) e SI M') Jl �.. SEE Frcil SCHEDULE FOR size 4 REINF, SECTION C- 3 SCALE: 3/4 "� 2-S.7 W / ST N D HOOK (TYP) MITER EDGE 1 F -6 TS. COL. - • $1.<15'-o"> E -la T. S. COL. --- MITER EDGE L -6 • MITER ---- EDGE. TYPE 1E it ^.I \\ .� /�i\ i.. \%I. =ill :' :ii.��.I!\�.y! \ <�,ri,:�'�'.'fi. Vl'�1 :1, �"�a� / /.� \', •�!.1*. �: \t'' ar_�'i V�:�:>�! 411: JOINT LOCATION ;S. COL. PER FOUNDATION PLAN (201- O" % MAX.) J SM SEAT. / / / / / / / / / /// RE: E-4 • yz !I x S L 0 PLAIN BAR 62 24" %/%- GREft.SE ONE END SLAB ON GRADE N/ G n 6 - I/\1I14 /11114• N.b\l.M. CENTER IN St.A5, slop k C.J. CONSTRUCTION JOINT C.7`. JOINT LOCATION ' -- PER FOUNDATION PLAN (20'- Q" % MAX. - SAWN JOINT , OR FORMED TT. ZIP STRIP PLASTIC JOINT RJR EQUAL CONTRACTOR S, IN LIEU SHRUK /\GE JOINT LOCATION PER F=OU N DAT I ON PLAN MAY USE OF C. J", 0.01 NT 4 x 3'- O" DON EL .! 24" CLOSURE STRIP (cs. •- t.` fK' J'. is; .`Rb'Js'4f+.Y?.s�•,roFS�sc.s;.m: .:,..... ��,........ CONN, SI M. 11) MITER EDGE • rM ITER -----. EDGE. W -6 2 -46 -- C -6 y-- MITER \\ R:6 _ - -2 -45 1' ' --T.S• GOL DEPTH - PER FTG f11 -I. SCHEDULE 3" GCLR 0 I RE : PLAN COL. / PER PLAN I . 3/4 n I4 ,c r-2" r k1/4 - 311-ucb EXP. eOLTS , MIN. 2" CONC. COVER / ALL STEEL ' BELOW GRADE_ 11 SEE FTG SCHEDULE. FOR SIZE 4 REINF, SECTION D -3 SCt -LE: �i4 IL 0" 4E" 4e COL MITER EDGE MITER EDGE MITER EDGE N -b 2 - '45 A -6 47_• - - -TS. COL. (ffr1 SEAT RE • E -4 -MITER EDGES 1 �I} \ L -6 ..a..1%:•-,. �� -...•nwi . � .41,1.1r10..,.n. - iswv.... <r r 1. ■ S' -Or. 4PAAT-T-IE T.S. COL. _._1M - 6 8' -O" F- 6 T.S, COL, --- MITER ) 1i\ A -6 j S. COL, --- MITER EDGE N -6 E5-6 - T.S.COL. TS.C.OL. E -6 TYPE 'F' CONK. Sim, GENERA'S NO,T ES CODE: UNIFORM BUILDING CODE, 1985 LIVE LOADS: ROOF 25 PSF WIND 80 MPH ZONE, EXPOSURE "B" SEISMIC ZONE III FOUNDATIONS:: FOU! DATEONDESIGN. PER REPQRT $'JN88 -188 BY GEOTECH CONSULTANTS. ALL FOUNDATION WORK PER THIS REPORT. ALLOWABLE SOIL BEARING 2000 PS; ",PER REPORT. ALL F:KTERIOR FOOTINGS TO BE A MINIMUM OF 18 INCME$ BELOW LOWEST ADJA- CENT GRADE. SOILS ENGINEER TO INSPECT AND APPROVE FOUNDATION ION EXCAVATIONS> PRIOR TO POURING. ALL FOOTINGS AND SLABS SHALL BEAR ON COMOACTED STRUCTURAL' FILL OR NATIVE SOILS IN ACCORDANCE WITH THE SOILS REPORT. CONCRETE: T7.3-27-71500 psi FOR FOOTINGS f'c = 2500 psi FOR ALL SLABS ON GRADE f'c = 3000 psi FOR PRECAST WALL PANELS MAX. SLUMP = 4" PLUS OR MINUS 1" I< MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 118.77. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WIIICII CAI; BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 82(S1). SLAB DOWELS SHALL BE GRADE 40 (Fy z 40,000 psi; Fs = 20,000 psi). OTHER REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi' Fs = 24,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS IN CONCRETE, 40 BAR DIAMETERS IN MASONRY, 1' -7" MINIMJU UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. WELDS WI E FABRIC TO CONFORM TO' ASTM IP ?� AND AL.; WELDED HEAD STUDS SHALL CONFORM TO ASTM A -108 (Fy - 55,000 psi). COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCITES FORMED SURFACES -- WEATHER FACE 1 -1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH PACE 2 INCHES WELDED REBAR: WELDED REBAR ( #5 AND SMALLER) TO BE GRADE 40. OTHER WELDED BARS MAY BE GRADE 40 OR 60'. USE FRESH LOW HYDROGEN ELECTRODES TO WELD REINFORCING; CONFORM TO PROCEDURES OF AWS D1.4 -86, STRUCTURAL WELDING CODE --. REINFORCING STEEL. SEE PREHEAT REQUIREMENTS OF TABLE 5.2 OF THIS STANDARD. C RBON EQUIVALENT (C. E.) IS UNKNOWN, FOLLOW PREHEAT REC=OMMENDATIOs ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDER'.,'. GICADE 40 U.ISE E70 ELETRODES GRADE iSO USE E90 ELETRUOE$, MISCELLANEOUS STEEL: �•r ,. - .}-. -- ,�..____.....•- __.✓E-...._._._ TUBS OLUMS SHALL CONFORM TO ASTM A500, GRADE B (Fy >a 46,000 psi). MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (Fy = 36,000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.13.O. CERTIFIED WELDERS. USE FRESH E60 ELECTRODES. SUBMIT SHOP DRAWINGS Tn ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF MISCELLANEOUS STEEL. MISCELLANEOUS STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS' AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTEERWISE ON DRAWINGS. MACHINE BOLTS TO BE A- -307; ANCHOR BOLTS INTO CONCRETE NAY BE "KWTK BOLTS ", "PARA BOLTS ", OR EQUAL, ON CONDITION OF APPROVAL BY ENGINEER. MINIMUM EMBEDMENT. PER UBC TABLE 26 -G. . FRAMING LUMBER: 2 X 6 STIFFENERS 1 F #2 Fb = 1000 pui 4 X 14 PURLINS (84S) D.F. #1 Fb E 1500 psi 4 X 16 PURLINS (S4S) D.P. DENSE #1 Fb = 1800 psi LUMBER NOT NOTED TO BE D.F. #2.0R BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER -- 1979 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAXNS WOOL) S ALLBE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH C` NCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 13% AT INSTALLATION FOR ALL LUMBER, GLU- LAMINATED WOOD MEMBERS GLU- LAMINA'T'ED WOOD ROOF BEAMS, KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE 14-6 COMBINATION 24F-V4 (E'b = 2400 psi; Fit E 165 psi) , AT SIMPLE SPAN ROOF BEAMS. STRESS GRADE COMBINATION 24F-V8 AT CANTILEVERED BEAMS (Fb a 2400 ,psi; Fv m 165 psi). GLU -LAMS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. PLYWOOD: ROOF SHEATHING .........5 /8" C-D W /EXTERIOR GLUE INDEX 40/20. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1 -74 NAILING SHALL SE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR INSPECTION OF ROOF DIAPHRAGM PRIOR TO COVERING. 4. _-- .__.______ - -__ -1 1. t 1M SEAT 'NM SEAT . ' RE: E -4 2-S.7 W / ST N D HOOK (TYP) MITER EDGE 1 F -6 TS. COL. - • $1.<15'-o"> E -la T. S. COL. --- MITER EDGE L -6 • MITER ---- EDGE. TYPE 1E it ^.I \\ .� /�i\ i.. \%I. =ill :' :ii.��.I!\�.y! \ <�,ri,:�'�'.'fi. Vl'�1 :1, �"�a� / /.� \', •�!.1*. �: \t'' ar_�'i V�:�:>�! 411: JOINT LOCATION ;S. COL. PER FOUNDATION PLAN (201- O" % MAX.) J SM SEAT. / / / / / / / / / /// RE: E-4 • yz !I x S L 0 PLAIN BAR 62 24" %/%- GREft.SE ONE END SLAB ON GRADE N/ G n 6 - I/\1I14 /11114• N.b\l.M. CENTER IN St.A5, slop k C.J. CONSTRUCTION JOINT C.7`. JOINT LOCATION ' -- PER FOUNDATION PLAN (20'- Q" % MAX. - SAWN JOINT , OR FORMED TT. ZIP STRIP PLASTIC JOINT RJR EQUAL CONTRACTOR S, IN LIEU SHRUK /\GE JOINT LOCATION PER F=OU N DAT I ON PLAN MAY USE OF C. J", 0.01 NT 4 x 3'- O" DON EL .! 24" CLOSURE STRIP (cs. •- t.` fK' J'. is; .`Rb'Js'4f+.Y?.s�•,roFS�sc.s;.m: .:,..... ��,........ CONN, SI M. 11) MITER EDGE • rM ITER -----. EDGE. W -6 2 -46 -- C -6 y-- MITER \\ R:6 _ - -2 -45 1' ' --T.S• GOL DEPTH - PER FTG f11 -I. SCHEDULE 3" GCLR 0 I RE : PLAN COL. / PER PLAN I . 3/4 n I4 ,c r-2" r k1/4 - 311-ucb EXP. eOLTS , MIN. 2" CONC. COVER / ALL STEEL ' BELOW GRADE_ 11 SEE FTG SCHEDULE. FOR SIZE 4 REINF, SECTION D -3 SCt -LE: �i4 IL 0" 4E" 4e COL MITER EDGE MITER EDGE MITER EDGE N -b 2 - '45 A -6 47_• - - -TS. COL. (ffr1 SEAT RE • E -4 -MITER EDGES 1 �I} \ L -6 ..a..1%:•-,. �� -...•nwi . � .41,1.1r10..,.n. - iswv.... <r r 1. ■ S' -Or. 4PAAT-T-IE T.S. COL. _._1M - 6 8' -O" F- 6 T.S, COL, --- MITER ) 1i\ A -6 j S. COL, --- MITER EDGE N -6 E5-6 - T.S.COL. TS.C.OL. E -6 TYPE 'F' CONK. Sim, GENERA'S NO,T ES CODE: UNIFORM BUILDING CODE, 1985 LIVE LOADS: ROOF 25 PSF WIND 80 MPH ZONE, EXPOSURE "B" SEISMIC ZONE III FOUNDATIONS:: FOU! DATEONDESIGN. PER REPQRT $'JN88 -188 BY GEOTECH CONSULTANTS. ALL FOUNDATION WORK PER THIS REPORT. ALLOWABLE SOIL BEARING 2000 PS; ",PER REPORT. ALL F:KTERIOR FOOTINGS TO BE A MINIMUM OF 18 INCME$ BELOW LOWEST ADJA- CENT GRADE. SOILS ENGINEER TO INSPECT AND APPROVE FOUNDATION ION EXCAVATIONS> PRIOR TO POURING. ALL FOOTINGS AND SLABS SHALL BEAR ON COMOACTED STRUCTURAL' FILL OR NATIVE SOILS IN ACCORDANCE WITH THE SOILS REPORT. CONCRETE: T7.3-27-71500 psi FOR FOOTINGS f'c = 2500 psi FOR ALL SLABS ON GRADE f'c = 3000 psi FOR PRECAST WALL PANELS MAX. SLUMP = 4" PLUS OR MINUS 1" I< MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 118.77. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WIIICII CAI; BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 82(S1). SLAB DOWELS SHALL BE GRADE 40 (Fy z 40,000 psi; Fs = 20,000 psi). OTHER REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi' Fs = 24,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS IN CONCRETE, 40 BAR DIAMETERS IN MASONRY, 1' -7" MINIMJU UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. WELDS WI E FABRIC TO CONFORM TO' ASTM IP ?� AND AL.; WELDED HEAD STUDS SHALL CONFORM TO ASTM A -108 (Fy - 55,000 psi). COVER TO MAIN REINFORCEMENT TO BE: FOOTINGS 3 INCITES FORMED SURFACES -- WEATHER FACE 1 -1/2 INCHES INTERIOR FACE 3/4 INCHES EARTH PACE 2 INCHES WELDED REBAR: WELDED REBAR ( #5 AND SMALLER) TO BE GRADE 40. OTHER WELDED BARS MAY BE GRADE 40 OR 60'. USE FRESH LOW HYDROGEN ELECTRODES TO WELD REINFORCING; CONFORM TO PROCEDURES OF AWS D1.4 -86, STRUCTURAL WELDING CODE --. REINFORCING STEEL. SEE PREHEAT REQUIREMENTS OF TABLE 5.2 OF THIS STANDARD. C RBON EQUIVALENT (C. E.) IS UNKNOWN, FOLLOW PREHEAT REC=OMMENDATIOs ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDER'.,'. GICADE 40 U.ISE E70 ELETRODES GRADE iSO USE E90 ELETRUOE$, MISCELLANEOUS STEEL: �•r ,. - .}-. -- ,�..____.....•- __.✓E-...._._._ TUBS OLUMS SHALL CONFORM TO ASTM A500, GRADE B (Fy >a 46,000 psi). MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (Fy = 36,000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.13.O. CERTIFIED WELDERS. USE FRESH E60 ELECTRODES. SUBMIT SHOP DRAWINGS Tn ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF MISCELLANEOUS STEEL. MISCELLANEOUS STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS' AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTEERWISE ON DRAWINGS. MACHINE BOLTS TO BE A- -307; ANCHOR BOLTS INTO CONCRETE NAY BE "KWTK BOLTS ", "PARA BOLTS ", OR EQUAL, ON CONDITION OF APPROVAL BY ENGINEER. MINIMUM EMBEDMENT. PER UBC TABLE 26 -G. . FRAMING LUMBER: 2 X 6 STIFFENERS 1 F #2 Fb = 1000 pui 4 X 14 PURLINS (84S) D.F. #1 Fb E 1500 psi 4 X 16 PURLINS (S4S) D.P. DENSE #1 Fb = 1800 psi LUMBER NOT NOTED TO BE D.F. #2.0R BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER -- 1979 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAXNS WOOL) S ALLBE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH C` NCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 13% AT INSTALLATION FOR ALL LUMBER, GLU- LAMINATED WOOD MEMBERS GLU- LAMINA'T'ED WOOD ROOF BEAMS, KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE 14-6 COMBINATION 24F-V4 (E'b = 2400 psi; Fit E 165 psi) , AT SIMPLE SPAN ROOF BEAMS. STRESS GRADE COMBINATION 24F-V8 AT CANTILEVERED BEAMS (Fb a 2400 ,psi; Fv m 165 psi). GLU -LAMS MUST BE OBTAINED FROM AN APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO FABRICATION. PLYWOOD: ROOF SHEATHING .........5 /8" C-D W /EXTERIOR GLUE INDEX 40/20. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1 -74 NAILING SHALL SE AS INDICATED ON PLAN. CONTRACTOR IS TO CALL THE ENGINEER FOR INSPECTION OF ROOF DIAPHRAGM PRIOR TO COVERING. r! ti+/.1t1 't` ote=. - +.4 TJ._.•. I.Fa�: Lw'.%/nt /iW!A ,1r�,! ,11. . N i..,".",. _t 4. r! ti+/.1t1 't` ote=. - +.4 TJ._.•. I.Fa�: Lw'.%/nt /iW!A ,1r�,! ,11. . N i..,".",. _t _-- .__.______ - -__ -1 1M SEAT RE • E- 4 C5:()) REFER TO SHEET S-5 FOR PRE- CAST PANEL. REINFORCING AND NOTE$ . --ERE 9Er ALL. PANELS ARE 7/4" THICK AND VIEWED FROM THE INSIDE. /r 1 \JI)1 TYPE 'A' CONN. \ :4. TS.COL. - -f -- SCREEN PER MFG `--- 4. *4 W/ 5/8 "(1) LAG EA, END y � • a r� 111111I111111i1' 1j lill�llillliilI 111111111 1111111111111I 1,•. 1111 . 'i .=.• i ^l� � 111I I 111111111111 1�1111111 1 0 It. HP:. 2 . 4 8 9 Il LIaDE Ua ^.H►at 1 2 If the Microfilmed document is less clear than this is due to the quality of the original doeumens • {:'. ' ....:Y.�,+r .., 'at r r. 9t .^...,,. ., s.:-c wva£._ .. ...:. aE•: -_ ()• � �. ».;o- , OC 6e Ei:: LIZ yZ SZ 47Z CZ iL :�? U` GL 1 I L 9 5, +7 E: ZI r.w U l llillilllil�lllilllnlillll�1111111111If 111111101111111111;11111111111 dilli111nI1111111ni !IIIIIII11111 111111111IMIIIIIII11I1IIlI1IIHIIIIIIII111111111111 11111IIIIIIIIi111111111IIII! iHilliihili1l d11I111111I11111111111111111111� lIIhildIIIIIIIIIIi Iii ,IIIIIIIIHIMIIIIIIIII;III;111 2 x 6 STI FFENE.RS LAG TO 2><b WHEN N) 4x.4 I�> 1 TO 2x6'3 SECTION E- I + - PRECAST PANELS_: PANEL LIF'TI' STRESSES ARE TO BE CHECKED BY THE REINFORCING STEEL AS REQUIRED FOR HIS: METHOD OF PRECAST PANELS. USE STRONGBACKS AS REQUIRED AT CONTINUOUS GROUT BETWEEN PANELS AND FOOTINGS TO DRAWINGS FOR ADDITIONAL NOTES REGARDING PRECAST • CONTRACTOR ANDaE SHALL PROVIDE' HANDLING AND ERECTION OP" EXCESSIVE; PANEL OPENINGS. BE A NON - SHRINKING TYPE. ; SES PANELS. INSPECTIONS: SOILS ENGINEER TO TAKE COMPACTION TESTS WITHIN BUILDING ARRA AND IN PARKING LOT IN ALL FILL AREAS. COMPACTION TO BE AS REQUIRED BY SOILS REPORT. SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE AND REBAR AS FOLLOWS: INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR. CYLINDERS TO ICE TESTED AT 7, AND 28 DAYS. HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED, SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITEC'T'S APPROVAL PRIOR 'PO ALL FIELD CHANGES SEE ARCHITECTURAL 'DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FIN.ISUES, ETC. fi PRE- ENGINEERED HAT CHANNEL SECTIONS 41/4 - *12 SCREW TO \4- x. 4 SL.E.EPERS f . -4x.4 LAGED TO ROOF SECTION F -3 v cFrY €iF TUKW APPROVED IS'. %! RICHARD HUDSON 8e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 3214 -6160 Ay-,,' > •;s:4:.k ey Sat:: r..'+i!r'., a'li*ai nfY, n �J*F. �+ ? { %�.'. _ ' . -. 1 (PEP. PI. AN 3/4"(1) KWIK BOLT THRU STRAP 6,45eo 4" PC. PANEL (Th \.-./ 2 TOP rt kv v2"1:1)p..b. @ 6t- o" % - 2. RON5 - 10 .1 e 4 " °lc [VARIES] ,LTT ici e 48"° / (ATTACH ON SIDE OF 2x/.::.) SKEWED CONN. PLYWOOD A TO 2;.6 / I0c1 e sTRP\P 2 6 24 " W/ F 26N HNGR U5E: LSU26 HNCIR SKEWED CONNECTION —4 x to LEDGER N./ /4"4: KW I K bOLT OR A, B, EMBED 4" MIN. SECT ION A- 4 -VARIES j 2 6 e 24." % 1,4/F28N HNGR (Ty p,) SCALE : 3/4 - -0" NOT NuNti... 7-". TO GLe) / ST Co 2 24 c EA. PURLIN -PLYNOOC.) RE.; PLAN FOR NAILING PURLIN PER PLAN N/HE HNGR GL P) PER PL ------- SECTION F-4 SCALE E, t 3/4 " ---- LEDGER RE; B- 4 ROWS -10.1 6 4 "%. e I R T ,-4x STRUT 2. RE , PLAN SIDE 3/16" N/33/4"f) BOLTS - BRG T.S. SECT ION L-4 S C. A E : 3/4". ILO" PER PLAN) 3/4. KWIK BO LT THRU STRAP EMBED 4", P.C. PANEL ---- RE: ARCH, PC. PANEL ARCH. • •2 ROWS- 10J e 4 "%. [VARIES] s LT T 20 E5 W/I0 - 16 cl SINKERS /LOCATE STRAP (1.: EA. PURLIN, UNDER PLYWD 3"- 51 STAGG. 4 s. PURLIN PER PLAN IA/ H5 HNGR EP. END ---- -4 LEDCAER PER PLAN VI/ 3/4 "CO KW 1.K 50L1" OR A.5. 24"% (EM5ED 411 MIN.) SECTION 5-4 4 '1= o" BALANCE RE: 5-4 [RE' PLAN] RE: H-4 WHE_N PANEL IS SKEWED TO FRAMING GL5 - PER PLAN )16 N 1- N. • DAP TOP ft FLUSH • ft—Y'/.4:;:,--27211" S (1.1!)(..4.),S.E3) ) (TYP. NO WELD I/4 11 EA. SIDE PER PLAN 3/ali 3/I6 ft. EA. SIDE --51411 40 MX). (TYP,) /4h 3/4 " BRG f. ( AT 5EAM OF EQUAL) PLATE FLUSH DEPTH DAP BOTTOM 11 SECTION C-4 (ONE EA: SIDE OF PURLIN) ST 292 E,A. 2 x4 — CEILING RE', ARC I-1 STORE FRONT SECT ION G-4 SCALE ; 3/4 ".11-01. P.C. PANEL — 611 SECTION M-4 SCALE: 5/4 I'm PURLIN N SKEWED PURLIN LTT2O ON SIDE OF PURLIN SKEWED HNGR BETIA1 E.E. N PU1 R 1_ 1 IN.1 SECTION H-4 SCALE'. 3/'f"I'- t . )1 2 EMBED RE: TYPE'D' CONNECTION PLNN PANEL - • e.)E YON D 1 ....,...:wweerto7■11■Vitage*I.000■01.0••■■.0i - 3/8 >, 7 x 01- 91' \\ WELD TO EivIBED IN EA. PANEL 3/16" KERF - N/ 3 - 3/4 "ct BOLTS bRG ft. 6/8 x 6 x O'-6" 2" 6" 2" STRAP PURLIN PER PLAN W/Hb HNGR GL-15 - PER PLAN 0 [ PER PL AN] 1/14 " E SIDE - 1"1/ T.S. COL. PER PLAN GLIB PER PLAN 1/41-11E5RCI f. 40(PER PLAN > ? P.c. PANEL ---- 4" 12" 1" - ft 1/2 x. 14 :, ILL." 4 3 - t15 x 4 '-O" DOWE L Ft.1/2. A - 3 SE, SECTION D - 4 TOP OF: f?\,N1-.--:-.L 2 A G SCLE 3/4"= ROOF 16 3/ / NN 'MIN. LEDGER — END x 5 I I W/ - s'/4"(1) Y3.-T5 -Ea Tc PANEL CONNECTION RE: PANEL ELEV. SECTION LT-4 eCLE : 1/2 ILO" NOTE : GRIND ALL EXPOSED WELDS SMOOTH . PAINT ALL EXPOSED METAL SURFPCES VI/RUST- NHIFfIVE PAINT TO MATCH PANEL. C 10 15.3 boT-rom OF PANEL. T,S. COL. GLE) PER PLAN - IA" ft EA. SIDE W/ 3/4"(D 3/4 " 13RG ft I/2 x I 0 I - 2 ." 61.41e ft-Y2 11-6" I4/ 6 -%"c1) 4" N.H.:), 4 3-45 4LO" DOWEL SECTION E-4 CALE 3/4 " = /- 0" ' LAP CHANNEL COL. /N MUCH kS POSSIBLE MIN. 5" RE PANEL ELEVATIONS FOR CONNECTIONS ,-42'4 I - 43/4° 1"1/2-.445 x V-0" VERT. 4 2 -145 A. 2'- on € 2o° To Hor.. (DO NOT e,END) ft 3/8 ot- W/2 -145 x 2'-'DOWELS SF.CT ION N-4 SC AL E : " ILO" 3 DETPkIL P 7W P.C. SPANDREL CAULK JOINT .1/2 x 44 d-8” V1/2-'45 x21-0"VERT. er 2- 05 x 2'- HONZ. (HOLD TO INSIDE FACE) 4' 2)/2!' )/8 DETAIL- P-P Y4.1/ ( SECT ION P-4 11110.7111=Milll SCALE 3/4 /1 _ , ,_, , .,-. .., .o; '..,.."'"j` . !..'?.5',':'■',,v-'..-•:.1'.,;/-r" ?.', 4?,..., J.,:"•2';'''.., ..7, !',..1-m.,r,i-.,:,c!'37,—,..!-..-"P=. ,..'■'::?'''''..;t;ff'';':1''.-..".":.:1.i...'';':. ' ,..' tt",,,,/, '■"....h.,^i..-Z. . s .-,- Itt,,T.ott -';,,..1.......-':,. ..,..,..-..",-,..-,t-,...,. IIIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11 1111111111 11111111111111111111I1111111111111111111111111111111 111111111111111111111111111111111111,1111111111111111 O --- INC" 1 2 :1 • 4 • . 5 6 7 8 9 10 0 . '....?;;;NOTE:' If the microfilmed document is less clear than this . . . , . .'irtriPiee, it is due to the quality of the original document. o :: 1,, fl,", Le, cre se fre ee ' ' :t*"'''''''''"te ',..OZ '61. 'Ai zi §i LL - ' i't Zt tt 6 I 6 ' -E3 i, - IiIIIIIIIIIIIMIIIIIIIIIIIM11111111111111111111,111111111111111111110111IIIIIIIIIIIIIIhi1hdindidlifill1111111111111111111111111111111111111111111h1111111111111111111111111111innh111111111111111111111111111111P111111111111111111111111111111111111111111111111111hIllhillInilhild 11 'oaf r,f kmAtiv 12 RE: A-4 4 RE: G-4 — 2 6 STIFFENER ------------- TO c.,.tq117.FENER - PURLIN Ki TO PURLIN -------- 2 A 4 KICKERS CI' 46' 7t. CITY OF TUKWILA APPROVED NOV 1988 SECT ION - "\\ SO•••■■•■••• CALE I/ 2 " 0 RICHARD HUDSON 84 ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12111 AVENUE • SUITE 18 SEATIME, WASHINGTON 98122 4'206-324-6160 PER PANEL ELEVATIC)N ELEVATION : - • " PLAN TYPE IA; CONNECTION 4< 15 I- 0"> /.- e5CHQPD f (TYPICAL) TYPE. 'A' CC.)N N RE: 2- E, F. (4-TOTAL) SLP < > *.t 7 > TYP E2C-' C.-.0 hi H. --- 14 • SEE PANEL ELEVATION FOR CONN, LOCATION ELEVATION PLAN TYPE '13' CONNECTION 4 x 2E-6" (TYP,) — It 5 EA. FACE (TYP) EA, JAMS CO'JH ECT I I ! -,1,407-210" (typy (TYP.) TYPE 'X Col TYPE. f!)' 07-17- S DOIAE LS 's (RE: PLA TYPE. CON hi 01-0 (ME:. PLA,k1 SLAB IDOWEL.S 2 GTOP F. 2-45 CHORb STL (TYPICAL) TYPE. - TYPE: --- CONN . RE e)- 3 05 2 -5 CHORD STL 2 (:).TOP ft. (TYPICAL) --A, r—i _ se It- 7 ts7 ) --''-- --.'--- -..,<--- • • 0 lb tt7 ii NM TYPE. - TYPE: --- CONN . RE e)- 3 05 2 -5 CHORD STL 2 (:).TOP ft. (TYPICAL) --A, r—i se ..... ts7 TYPE CONNECTION P TYPE (_-c)Hr-.1 TYPC- t- -1-IPE Cj TYPE CONNECTION , , , • .-.••••• • • 1111111111111111111111111111111111111111111111111111111111111111111111 0 IL TIIS t. 1 2 • .:.., 111111111111111 1111111111111111 1111111111111111111111111111111111111111111111111�1�111111111111111 4 ' 5 .6 . 7 8 . 9 10 11 MADE 1NFi'1.4Arr 12 If the microfilmed document is is clear thau this • 6.) •••■•■.■•■TIMMT■41 I ) / ---- --- „..---- 1\ • • 0 lb vi I ii NM ) -rfre c..01,41-4 21-gh 2%; TYPE CO -2-45 - 5 e 18"% EA. NAY 51/2." - ADD -4-6 ‘t 18" 7. WHEN k 15 GREATER THAN 61- 6" WEEP HOLE IW 1-1111,17:3fr;; 1,11.01,8" • SECT I ON 111-0" "3"CL SCP.L.E. % 1/211 - 0" Ft 4 4 )/3 - OUTSIDE } ItY4 6-6! w/ -*5 e-d TYPE 'El CONNECTION I NTER OR FACE VERT. 13AR HORIZ. BAR CIA 11/2" CLR OUTSIDE FACE TYPICAL DOUBLE MAT REbAR PLACEMENT VERT. BAR INTERIOR R FACE HORIZ 13AR OUTSIDE FACE TYPICAL SINGLE MAT REAR PLACEMENT NOTES 5%11 IS MINIMUM NET THICKNESS FOR PRECAST PANELS INCREA,SE. PPNEL THICKNESS FOR REVEALS EXPOSED AGGREGATE FINISH .1 OR ANY ARCHITECTURA.L., FINISH 5 A5 REQUIRE TO MAINTAIN 53/+ " miNimum NET THICKNE.ss. TYPIckL Pk-NEL 15 71/12 THICK PANELS, ARE Vf EVIEID FROM 1Nsice, PRECAST PANEL REINFORCEMENT I) TYPICAL. PANEL REINFORCING e 14"7, vER,T, ) 144 H4& HORIZ. 2) PRoViD6.. I- it 5 VERT. EA. FACE e_ PANEL OP.r.-NIN G5. PROVIDE E 1-7 HORre TOP 4 BOTTOM ALL OPENNIN GS. (EXTEND 2'- 0" BEYOND OPENNINGS), PROVIDE E tt. 4 2'- 6" DIAGONAL AT CORNERS ALL. OPENNINe. k MAX. 81-6" MIN. it is .du e to the .quality of the original document. E 6e. u 12 oe GZ vZ CZ CM; c;t• c-e L 9 G C Z •1.- • -At 11111111111111111111111111111111111114H11111111111h11111111111111111111111111111111111111111111111111111111111111111111111111111111.111111111111h1111111111111111111111111111111111111111111111111111111111111,11111111!!111111i11111111!11111111111111111111111111111111111111111111111111111111111111 . „ . Ci.A:PvPOFRIOU1986WA EIDL t it:* fr■ / • I II RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, 'WASHINGTON 98122 206-324-6160 • EACH PANEL -T.S. COL. LB r8 . I „01 -10" (CLIP 1" t CORNERS) It % N 316 )" 4/8„ 7" P.C. PANEL La A.6 x) x 0'- 10” LoNe LEG 1 VERTICAL ! Ts, COL. L5.5.3/8 W/2-5'814 A 5"141-1.5, 4 2- #5,.2' -6 "DOWEL SECT 1 ON P\-4) SCALE: 1%2 "= I1 -O" EQ. EQ. SECT I O N G-6 ". I' -O" --EDGE OF SLAB TY R 4.5, COL. it 1/2 x 4 x 0'- 6" k1 /4x4- *01 -8" N/2 -5/84 *5"!&H.S. "4 P C: PANEL I 1/2x 6 x01-10' s -6 7L5.5 x4/8 c, w/2 - %8 x 5 w,N.s, 2 -245 *2'-6" DOWEL %4 14 l/ I Is it L,14- --P.C. PANEL 1 28.58\ 6314" SECTION 13p i/8 8 SCALE: 1!/2".• I' -Q" COL. 7 RE: C -3 FOR BASE \‘-` EDGE OF SLAB EQ. E SECTION N- SCALE : 1 f2" = ILO" L4x4-x3/8 1A/415 x 2' -6" HORIR, 4 1-45. 2 VERT. L4 x4 x 1/2. L6x4 x 3/8 14/2- 45x2'- 6 "HORIZ, f" I- x21- 6 "VERT, ( 4 TYP. e REIN F 6A RS 11/2 PANEL WORK -----H, POINT "47817'9 \ 7" COL. L8.6.1 x 11-I" ( LLv) — 14 V L5.5 W/ 2 - 5'844) 42 -a5 x2' -6" DOWEL 7 PANEL WORK_ 6/8"•-le POINT ' / O P.C. PANEL SECTION C -6 SCALE; 11/2"= 1'-0° -- T5.COL. SECTION I-G. SCALE: '2,1 I' -p11 PANEL SUPPORTED --- -- -- -- REFER To PANEL BRG CONNECTION FOR DIM. (A -b OP. 6.6) SECTION N-6 soliOnC SCALE = 1 %2"= ! 1 -0" 3 /4 "f_ DAP INTO / TOP OF BEAM 1 f 3" 4 .I DE ft.s SKENED RE: PLAN Ms f Y4 x 2. COL CAP - RE -4 11 - -- SIDE It. 1/4 W/ 6- I6d NAILS TYP.SIDE 1t. SKEWED RE'. PLAN 8/4,1 TYP. u -6 S `A L--E /4 „� )I„0� PANEL CANTI LEVERED \j SUPPORTING ,/ WORK POINT SECTION P-6 SCALE; 11/2" = 11 -0° ... •� >. "4+�4, Yh' . S,?' ,Tr`'1i•,A"''�?�d5i"jQ.4. .'.�r ?`ri ..= ?�'s;'s.!Jr4`. PLAN i IiPfde�� L+ 4 x 3/8 L4. 4 * V2. 3/8 SUPPORTED SUPPORTING, PANEL / 1 PANEL. )16V SECTION C� SC/Le s 11/21' [14' -6„ RIPPED 2 ON BEAM FOR N. SLOPE GI-13 PURLINS SECT1ON v -6 SCALE; l/4" 1' -011 CTYP. YP 3, V / L. 8 A 6 x I - -'"" --- W /MITERED CORNER L 5 5 >< 3/8 W/2 -5/8 "4 , 5 "W:H:S, 4 2.- 45 >< 2.'-6" DUN E LS 1 osi 0 SECTION D-6 SCALE; i 11 EDGE OF SI<Af) ,- 0" SECTION K 6 SCALE.: 1 %z ". I'- I' -5" %4 0 T.S. COL. L8 x6x1 A0' -IO" LSx5x3 /8xIL -O" W/2.5/8 "4 x 5" WLH,S, 4 2-'15 x 21 -6" DOWELS 01 l P,C, PANEL TYP. RE: PLAN FOR @ REEAR y4 COL, LOCATION TS. COL. L8x6x 1.01 -10" (LONG LEG VERT:) /'L, x 5 x 3/8 x41 -7u 14/2-5/8"4) R 5 "W,! -I,S, 42- #5,k2! 6 "DOWE —fV 0 SECTION E-6 SCALE; 11/22" PC. PANEL SECTION F-6 SCALE : I %. „ TYP -T.5, COL.' 5/8 x 4 x O'— TYP. 0'- 11" W/4 -5/8.1 xS"lei,H,5, SECTION L- CALE % 1' /2 "= It-0" STIFFENER I-I?-. 1/4 @ STIFFF -NER FP- 36 P,C. PANEL — (5 EWED) L IN PANEL ----- -� RE ARCH. TOP OF BEAM 14'-4" ft 5 /8.5x0' -6" Ft. 3 /t. x 4 x 01- 8" W/2 -%8"(i) .5" N.H.S. P.C. PAN E L -- SECTION R- 6 SCAM E : I11 /2'' = 11.O" ft, 5 /8 x 4 x O'- 6" _.,-. 4 ,r SECT ION 5-6 SCALE I4" 11 -t7„ TYP'. BENT ft /4 --8 8r x a_ <ryP, 4• 1/4 O' - B" N/2 - 5/81'0 x 5" W, H.S. B•, SECTON 1AJ -6 SCALE % I'!2 " • r , ..yZ w C ;n. -0" iy; 3 4 I111 11 11 i111 1111 I 111 . 111 I111 1.I I 1111 111 I1.11 ill 1I111 1111 1I 11 1I 1I 1I,I 1III I I I � I 1111 I III � II ■ll � 1 " I111 1III 1II 1111 Ijj I III it i, I111 I ill1llI ijlIILI I111 I111 jVIII I! 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CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 1 ..> cam. r.$N oIN.`'' iregfiityyy�,���