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HomeMy WebLinkAboutWTR2700930 1987 Pump House Skylight BEGINNING OF FILE TITLEFILE 730 Pump 1at�a�s 1�7�- 10 lJefl #q � 1797 Pump Iq �Q SKy/.; 96fi- . • CAG-071-86, Adden.62-87 • -emu JUN 2 L 1987 SUPPLEMENTAL AGREEMENT NO. 2 ENGINEERING OEPL TO THE CITY OF RENTON CONSULTANT AGREEMENT FOR ENGINEERING WITH THE CITY OF RENTON, WASHINGTON FOR SOUTH TALBOT HILL RESERVOIR PROJECT This Supplemental Agreement No. 2 is made by and between CH2M HILL NORTHWEST, INC. , a professional engineering corporation (the CONSULTANT) , and the City of Renton (the AGENCY) . It is mutually agreed that the terms, stipulations, and conditions of our original agreement (CAG 071-86) shall be binding upon the parties hereto except insofar as amended and/or modified by this Supplemental Agreement No. 2, submitted to the City of Renton in accordance with Article X, EXTRA WORK. ARTICLE 1 See Exhibit A, Task G, OTHER SERVICES, of original agreement. The additional speci`ic services which the CONSULTANT agrees to furnish as part of Supplemental Agreement No. 2 are as follows: F. Design structural and architectural modifications to the roof of Well No. 9 Puml, Station to install a removable skylight. The pump station is located in the north end of Cedar River Park, east of Highway I-405 and south of Highway 169. The CONSULTANT will deliver to the City of Renton five (5) sets of blueprints after making the necessary revisions to the existing pump station drawings. ARTICLE 2 As consideration for pro%iding the additional services enumerated in Article 1 , the AGENCY shall pay the CONSULTANT: 1. For design of structural and architectural modifications to the roof of Well No. 9 Pump Station, as enumerated in Article 1, the amount of the CONSULTANT's salary costs, as defined in Article VI of the original agreement, expended for services, multiplied by a factor of 2.2, plus direct expenses in connection therewith. Tne estimated cost of Two Thousand, Five Hundred Dollars ($2,500) shall not be exceeded without the approval of the AGENCY. ARTICLE 3 Payments to the CONSULTANT as prescribed in Article 2 are to be made as follows: 1. For design of structural and architectural modifications to the roof of Well No. 9 Pump Station, within thirty (30) days after date of billing, the amount due, as prescribed in Article 2, for such services rendered during the month. ARTICLE 4 It is further mutually agreed by the parties hereto: 1. That Article v of our original Agreement shall be revised to read as follows: The CONSULTANT will not begin work on any of the services listed in Article 1 until authorized in writinq by the AGENCY to proceed, the Public Works Director to have authority to give such approval. ARTICLE 5 IN WITNESS WHEREOF, the parties hereto each herewith subscribe the same in triplicate. y� For^,�City of Renton At tea sew eL4/� By Q0X'�4�It.JJtnp:L� Title City Clerk Title Mawr Date46, For CHccc2���M;�;-•,,HI��IIy�LLL`L11 NORTHWEST, Inc. Titles• Dated Z¢ $� :a eza+z CRLLJ-DUCrT{> /% EXIYY/ST FPN CN RmF I// MOC9E[[ Lr �' LtN/VLR f FAN 9 R EL AY.SG C NM R/N �1 FOB% �RIN SL � WUL " .xr Az.ec FT Y eL♦P-0](TYF� f '�6CONC 9/OCWALR 1 W tROOM /INISN ' A II t !-f' p:0• I I • /O(D• 6• -J• � G, „�'/AlG RC4TG U.GNC P-OfT FLOOK PLANRD'orc F{SLIt bM/C �Z-✓ _ CHLORINE pANLCP 5/4N, �S�!RIX.I SGCTpN \ �MFFCM1t0 MtTK Fq^Fl�\CS �_—REMDVP(1LG MSCIA /colam �� FRF/ASR/Gi.!O N �� I W o MUSS" g 91' RMFI MF� (TYV OF q I -dry 5EE CtrAy/d\M i'.f- Ia �RQ9F/NO Ft LT ON M,✓w0 SMUTwInO A9� r� EXHgUyT IXS-T L1JFyN Q L_J TOCILU.C!GI'tt1 Barr 24 x/4 IXJ01[�Ve INSf/LAT/aN ,.• R M,,r .Y Ri�NT TO Mq rCw 09pR9.rr 002YM0 IOLCOW DRICKS / , r4s 9ErPl[.3 rv\R $kyf"•'A�"� I L.1 taut Fu GLPc 5EEyQ ^MICRON 2'S�NO OV \ GDGC wroR 9ARtiE ROOD m in QYTGYD: sw�rtl-r 4'pELOW GR.•Ot. l3UlLD/NG SECTION W YdR•O+n. LYM1 OF IEMp/ SwEA s rur—p, MCwrtE^URAL o�gNS ANO E:Euet1DN5 ♦M 9KfT.,.6N5r 1VE:t X09MJA/e 9TPf4lV �YY YCJ4l54mbK� GENERAL STRUCTURAL"OTES Y - - REMOVAOLE ROOF AF NfORCINO Of IALLf 4.OS t 4_S TO 1 MM CLPIOAPENIBARS,I ARA BNOWNOt010WE.5 II BEJ --OUTSIDE rAL[ PLA6EDOM NDSMAIOR 31JPrKFfffl•DSEOIO WA [n OR IEA d" �IVCK lv/ TOAIIrvUrtI! I(MyBIn ANO SNwIIfR wND!'CLR LOP LARDfR Bwn3. 1fPO W�rpJ B GOC CLP,INIEPIOn BfwME IN-GLR PLYWO CUIOUI,MR A •6GGE t12bf. AEGES4IfNi LIFTING �� PIEI'O CtY/) 2 VN1f550(NEPWISf MOTEOwIIWML PNN(BARS SN. BE Cp ,YES CITPA IIKESJ _� OORNERS MDiXPOUON CW WIRMIERS.REIM$NRLL BEWE .j / 1 1 1 1 1 wA IS wB WdG E fLSEWMEPE ON 1MSpRro4l vrRTVOttmn Iw"OWITOp tSf"0IOAMSLAO3. ALI P[nrt OUNi nr°IV 1 1 Ij I I ViNEn W13F NOlEO.SNwLL 5AN3f f ! 1MLOWMGMMMtMASI . O PC wfXT BM M 1 1 I 1 I fufILI, SEND16 I _ TOR TF IRA. am. �'I ,. - F,T eM• LM t't MM rc 34 r e- 1 i BM MINIM MpEI'a- �`S � TOPBARSSMALLWMFIMFOASANVNpRIIONTAI OARS' 'EOSUL M -LP r/NG EI'F CRFIMM Il MICMESw IRfSNCOMCRETE ISCASTIN I I~ BM,W RMV 6RgLE RM1R MORIlONiwl WInLBMIARf LvMS1pFP[ I ERADVIM ARE)M MALL 3ELfP GMNULM MAIERUL A5 S°ECI140 SLMSAND Ttf1M Gf TIRlTED iUnBfO EARlN WItM 4M�YOM iM � {,prXF550TMlAWISE XDtFO. r.fa REAMMNE S( e A ��-I((I55E5 t?Zi OL CROSS bm mp MF / OY ss ES K C No tR�15 I MU51 MFR SHALL OE5f3N 3 RCO/ 4Ye EFM SHALL eE b0H5,GNEI3 (O RESIS, Nr u/'Lll l L•.`NI of /1`-•,L RW/${e1 GM FOR ALIK3" IZ9 A 20 .5,.r WHEN THE REMOVACLE "c".N OF INE ROD/ tp j(Y K y Syly 4 wlNp.b10 O SO F S NOr IN PLACE I �. 1 j } fRL•33 MFR eNPLL OES/ON ROOF FRAMING PLAN REMONME ROOF 6EGTION (O Y'E•-I;O• _ � M REAIOISi0 IN ONE PBCE MK r! LUOING CEILING G GOPT/Y Z-•S EICN SWG OS I, dE'u�N6 FLLL FE LS. r..I.. .L_ )-WAN d�OfA wEN•n w A' FCA, •�_ -LI I-.l I. l 1 uI aioEFwfAX r,Al- 8VVCK OFEIIIIAJ6 RGOJFORC/ S"2•dA GALV EYE ooLr pAMErE/V - } - W1 NUre {.YASHErS M.IF4ItMCCAtNJCIC / SOOSI15E N0(ED E.(GRIOR CORNCR / LOCAIB �-FROM GIJO S OOUOLE MAr ("WALL CEAM) EONN ro T.ws, eorr a ERTER/OR MRNER /NTEMOR CORNER /i I D muss MFR-- as as / '- DOUBLE MATy--T+�-- LAP / ,. ��. • J 1 -f IMP R3F Lt•!•% - t [ I INTEROFFICE CORRESPONDENCE Dare July 9, 1987 TO: Ron Olsen, Utilitv Engineer FROM: Maxine E. Motor, City Clerk SUBJECT: CAG-071-86, Adden. 02-87 - CH2M HILL NW, INC. - Consultant - South South Talbot Reservoir - JUL 91987 captioned, copy of which wehe executed retained fof"Cliff-offer -r ____Y_ t_______. return f?j-VrglW erewith O P PS is Sel —� public records. Copies should be forwarded to CH2M HILL NW, INC. and the other for your file. Pursuant to your memo of we return herewith documentls). as :above-captioned, which have been signed by City Officials and need to he forwarded for further execution by We return herewith, recorded doc umenl'sl, 49 above-captioned, copy of which we have retained for our official public records. Copies should be forwarded to appropriate parties and retained as necessary for your files. Please file a fully executed copy with the City Clerk's office for our permanent records when received. Thank you. MEM:4V gn cc: Enclosure (1) Su 91k C!_ / IF _ 6Y swEETxo. / „ __ — -- .. S_Kg/.a1r /xata� - J Sae 42,ro&4ey dwys, JWev .ems 4 a/p9s /KJ r see uR✓rnj 7ttpa sty.,e:yA1 lOp. (cl r.. -tri rev G/oQ LG • uo .wf(tJ• im oft j OL • 7,A/xrF�p ' �9plF �7Ac-sa .nwl : l u shz_r.<.e dwro f go.rfim �ixss �-sL//,ytiyr rvPe A&.c /;z t, ;Vinfar I w,,,/` 7 !✓amity (' 64.'qus+/3 3 !✓Uw ke 9 �anf e.pJld.//sTIJ �/)Je.+tbt. Ipr.?+..oti 2 li.S S. L t 3 z m % aG. 38• a a 4 ri �m s 7E� r 3 6 y fie Qd„r frltvxs ,� z 7 6+e G ' r,,,,� IC pawn.,ft `?Ena /iburisr ez 7 6.Is .T� S.3a'9 C07vlzr+•'S E l,SaJfux7. !f!L !"r �(�'ett��Sad� ;r s A-4-e 14ze SRf✓C w SUOJECT ------_•-------- ST --®J�--D ATE • ------------.__.--_--- SHEETNo. L o1 —.----- _----- •MOJECT Mo..6Zrb71<Q[--__ ,S1Af(��33� J�C Z 4.�/ /,Tr O!�/[ti' �iFilGdwc �<Ytol. OCtT. 5!rxue - wor _ /,f09"' fiax n6v 4) J� _ 1407 uX n A?9js. aF . 9.00 .7.3 4 a � 3f c Z4.Z K 0,67/f )4` 067/ /4cirlaC < yd 4 k -> l i�'/:+ 'f o& colu/n4 im M ry(,4:3)4� - szzrA„ c 43 m.^, tC czi zcgco C"s m v ux� c+T�E/ifl.�Rpi1 �7 67iuh: S.J,cA Shsr Oda �•n.!/ lrsH.a >°'B l�v4s ,W.( 73 w t'rLi ate a kta no c 3•• fr • z<< ,K J = 77+✓ NOs otE 8,dc &IdO` 6M /3 x .10 > /. 9 77(l. 9:) list 3 /Oc! Ia.'s Tam, 6ho a 4v SS5355Sa KK KN YY YY TTTTTTTTTT MM rw SSSSi55i KK KK YY VY TTtTTTTTTT MM MM SS KK KN vv VV TT MMMM MMMM SS KK KK YV VY TT MMMM MMMM SS NK KK YY YY TT MM MM MM SS NK KK YY VY TT MM MM µM SSSSSS KKNKKK VY TT MM MM SSSSSS KNKKKN VV TT MM MM SS KK NK VY TT MM MM SS KK NK VY T1 MM MM SS KK KK Vt TT MM MM SS Kk KK VY TT MM MM SSSSSSSS KK KK YV TT MM MM SSSSSSSS KK KK YY TT MM MM 000000 Ull uu TTTTTTTTTT 000000 uu uU tTTTTTTTTT 00 00 uu uu TT OO 00 uO uu it 00 DO uu uu TT DO tw uu uu TT DO 00 uu uu TT 00 00 Uu uu TT DO 00 vu uu TT 00 OU uu uu TT 00 OD Uu uu TT 00 00 uu uu TT DD0000 uuuuuuuuuu T; 000000 uuuvvuuvuu TT •START- Job SKVTM Rea 18011 Far SEA B.STEIN (3021,66421 Dat• 11-Aup-81 t0i29:28 Molltar: OH2M-HILL TKI-SMp/1.09 A -STAKT- F, 0SK8:SKVTM,0UT1702!,66421 , croataa: 11-Aug-81 10:28:00, orintea: Il-Au9-81 10:29:29 o Oara.t4re: Raqu.%t cr4atvtl:tiMup-R1 10:29:2S papa Ilm 11:12 Fort MORMAL ACCOunteSEA22074.AI 03490 File paremc bra: Copy: 1 of 1 Spacing:SINGLE Fila form t:FORT priM maae:asc?l j TUFTS UN,..RSTTV VERSION OF STRESS-10 11-Au9'87 .0:28 INPUT LISTING OF STRESS PROBLEM STRUCTURE DESIGN OF MODIFIED TRUSS FOR SKYLIGHT TYPE PLANE FRAME NUMBER OF JOINTS T NUMBER OF MEMBERS 9 NUMBER OF SUPPORTS 3 NUMBER OF LOADImJS I JOINT COORDINATES 1 0. 0. 2 11.5 B. 3 56.0 30. 4 76.5 52. S 5 76.5 30. 6 26.5 S. a T 35.5 B. S MEMBER INCIDENCES 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 3 5 T 2 3 B 2 T 9 T 6 JOINT RELEASES 4 FORCE % MOMENT 2 6 FORCE K MOMENT Z T MOMENT Z MEMBER RELEASES 4 START MOMENT Z 5 END MOMENT Z 6 THRU T START MOMENT Z END MOMENT 1 B START MOMENT Z MEMBER PROPERTIES PRISMATIC I THRU 9 AK 5.25 IZ 5.359 TABULATE ALL CONSTANTS E 1500000, ALL LOADING 1 DEAD LOAD PLUS LIVE LOAD MEMBER LOADS 1 THRU 3 FORCE V UNIFORM W -5.33 B THRU 9 FORCE V UNIFORM W -1.32 SOLVE STRUCTURE DESIGN OF MODIFIED TRUSS FOR SKYLIGHT ................................ .................................... LOADING 1 DEAD LOAD PLUS LIVE LOAD ................................................................o... MEII6ER FORCES ■EM6ER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 i D.000 0.000 0.00 1 2 0.000 74.660 -523.01 2 2 -345.909 139.669 523.00 2 3 345.909 146.381 -703.10 3 3 -103.311 94.480 203.10 3 A 103.371 37.034 0.00 4 4 -24.986 -44.027 0.00 4 5 24.986 64.027 -1408.60 5 5 24.986 64.022 1409.60 5 6 -24.986 -64.022 0.00 5 3 137.460 0.000 0.00 6 5 -137.460 0.000 0.00 2 7 344.364 0.000 0.00 2 3 -344.564 0.000 3.00 B 2 407.530 16.254 O.UO 5 T -407.530 15.666 2.06 9 7 -64.027 27.093 -1.06 9 6 64.027 27.431 0.00 APPLIED JOINT LOADS. FREE JOINTS JOINT FORCE K FORCE v MOMENT 2 1 0.000 0.000 0.00 2 -O.GO2 -0.001 0.00 3 0.000 0.000 0.00 s 0.000 0.000 0.00 REACTIONS.APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE v MOMENT 2 4 0.000 114.527 O.00 6 O.000 52.423 0.00 7 -231.156 327.246 0.00 FREE JOINT DISPLACEMENTS JOINT X-DISPLACENENT V-0ISPLACEMENT ROTATION 1 -0.01E1 0.0476 -0.0028 T 0,0012 0.0141 -0.0031 S 0,027T -0.0208 0.0015 s 0.0354 -0.0001 -0.0003 SUPPORT JOINT DISPLACEMENTS JOINT X-OTSPLACEWWT V-01SPLACEMENT ROTATION A 0.010E 0.0000 0.0011 6 0.0005 O.W00 0.0005 T 0.0000 O.000P -D.0005 PROBLEM SOLUTION COMPLETED. CPU TIMES 0.89 ELAPSED IIME� 0: :.55 DISK BLOCKS USED; N I 1 1 ---- ------- ---- [[yy - --- SHEET NO. -- ------_—._ VROJEGTNO. S2ZO7f..D/ G /A' 5�� Z3JlLJ Z.ov k/ = /,rli/s) a ?fio t >zIZ40 = . Flo y u1C 2 Z r6 53Fuf �Eeeee��y 3� 1�n — //�,k as cdtar..►J QAn e?*-d 04 4 ";. STRE55 � LnvuF: StiJwt ::lP--*�p. �' riu sa rppe '0 4 r F+'mNrc Num�ei of �rrr'. /O Nr..nM Od lc+7U.�'r � �yi,� cmrd 3 SGa 48. F loaf 6@ PAGE i OF 1 M ' JOLI t35o l.3 r PLATING ppwOVRYS 70 UBC P SPANI 14FT- 91N-1451 llCBol APVROVAL No Ig91 TYVEl600 MEMBR CSI PILBS) MOIST N12N0 ( ICBo) - 20 GAUGe NYDRO-PT a Top CHORDS IR O _1307PLATES P ITCH, CSId•OSIZE LUMBER 1 .15FB A_E 0,24 .I BO T O GRIPPING 388-211 PSl PER RA 4 HFSS 1900 E_B o.2'. 270 C 1307 IHGLUGES 15.OY INCREASE TOP D.24 2% 0 -13n7 TENSION 864-553 PLI PER PAIR 4 HFSS 1 000 B-F 110 T 130i 0 SHEAR 956-546 PLI PER I. IN BTM NBS 0.22 2X 4 HFSTUU F-C 0.24 X Y BOTTOM CHORDS 0 +478 SIZE LUMBER 5TRESS INCREASE - 15• A-H O.D9 136 C -409 n TYPE PLATE CTR CTR REPETITIVE MEMBER STRESS USED. H-p OLIO 231 T 478 -4 9 A 2001 2.50 % 4.00CTR CTN 231 T 409 50 X 4.00 CTR CTR per, �.I I 47d O 8 2001 .50 X 4.00 CTR LATERAL BRACING' G-C O.D9 136 CCTR CONTINUOUS -• 70P CHORD Y4% WEBS O U IO7O 3.00 % 0.00 00 CTR CTR CONTINUOUS - BTM CHOHU 630 C 0 E JO10 3.00 % CYR SPACING - 24.0 IN. F-G U.22 3.00 X 5.00 CTR CTR F 1OIO 4.Go CTR DEAD <PSF) DL�Iy. DEFL 0.02" Ih G I001 4 .00 X 4,00 CTR CTR LOADING LIVE i o 0.02• LESS THAN 5/360 H .1001 2 .00 X Top CHU 25.0 LL ❑EFL NOTES BTM CHU 0. B.O ./` 1 , CONFORMS TO TPI-78. 15.0 40.0 h'•lo lxrrvrlcx+s eJ�:D TOTAL 25.0 0) Orltxecoaa¢ttosM:.�,-n oeavl 2. PLATE VALUES u1STUNEED P. 19 tr 7Ho'�ONexc,E.lu.:rsZ;,.. . - ON A LUMBER N SUPPUBT CRITERIA Ll.I r.., - CONTENT OF 19% OR LESS JT REACT AIDTII 1'� ' 1 :�:r.:�.. . AT TIME OF FABRICATION. J7' REACT MOTH LOS .. IN-SX B ""�"": LBS IN-S% B92 3- B ...:...� 1 H 592 3- 8 G LEFT OIN -RIGHT 5% �•,_:`.+F%% . HEEL OIN - 45X 30. ., E } z 0 1 �.0 12i 3-2o�S d' S'a 2cA ix 4 PLATES -/ L:,rr n tro I n.. r u t) ( ►r ': CT/ . W A- ( ic of .clf. _ F JSIONhL 2V4 Pu1,Es I I l 11 9/16• i8 I t SEE 0.EVE0.5E SINE F00.IMP00.1 ® _ _-.—._. -.—___-- SNEET ftO. f /89.5 e. /�i/e�' ihtiaGnces / / 2 2 L 3 3 3 4 4 4 i 17 t- b 6 5 7 7 L B $ e 9 0 9 /o /J ro 6 13 4 9 !4 4 r ISs /o Qai/I/ Ae/eases 8 lY7mrnin{ ¢ /a o7sn».1� 3 tV4224f- 2/taocs 7 5/L.ti�lsx:it & /D end iJla ,s r r- // TF.0 /S sht." msyi'rt Z E,au'- %r,'a,+.t Z / 7Sr1 /S RJe a:2r X�2' ToSala%e R[G �r�'�-.✓.' E iSIXi�JO. ACL L np / (.[. &04 ?eajh4 j ilJlr�Idv Lp¢$a / rhJu 6 fcau Y tin"tl�� to 9 71nu /o FrntG a,:/a N 3 prate (/>Ae�nh¢ 4 P — mr 4 loy 4 F.-(e V WYK(wfra/rd r> - /is t mef 6 Fn2P f 6,- e,.h tale,/ - .4Z L f/, SU---------- —.—DATE ————————— --_ SNEETNO.— r_ --- PROJECT No. AL--- 9 r-Pre Y SO/✓e, OUT- y9 6e2 - �z iii9,B oa tq 'K 191.7 624�DEfiJ)• 83Ga� qZG gyf Z M 36 ✓ CLE : yX l % -416f�aAy� t 4,Z6(Z90) IIS94 0 a1 - Zy io f/4701���✓ r Ir a(./sJ T640 ' T6.91 N�4o n .23�� A ° .afi9� > .asap3 �r /.Gs9�jcD3J6�67 i o ) � 3 231 6tls /<if > X:7r.9 /ny 7-3 -✓f �az'!� '� Zoo) S oxvr__--___--_—___.__.__ SY _4if!/fLR___DATEy�jj --___.____________ ___ SHEET HO.�-6 W .____—._____.____.__--- raWECT HO.F -Ad—NA.��.�_ FC c .TCL* s 47.87 psi &zs+� AIP Ch--V AT 4rnXnU�� ` h J c= r s i3a� Ps 213.a63� J =o oh �ittced. 47o /3Fw /6}a a-re a 2 - Lx4 /mv -Av-d .%1�x4/Tc►. N .S]�E53 01' 1.-1 �.p. ,vj Ibr M- aM,fO'S a9 £ro ;� 11"✓.S.,�v i!+-P /Y'�cr/rt���C�o'd ns r-a' �9 fjq 4t(iay_4,J.jk'W) 4, ip as L 9i -xi > oa rr�' KOJr9 6,-WO i .wd-(s3)) Ec° 3 boa < 7 D"ra 4 {lrx/v��.21 ,q ok webs i r "'I m frk'cfon wr'6 iu✓'/7� // s ,f lcw�l Fto�9 pQ 2 fC 517.S�Si T.ii ra no noE/:/tcoraQ filCbs 2�4 r6 Xltd- 017 SUBJECT __-._ ___ ____. BY •.� _Ci2_=OAtE —_ SHEET jf_OZ —_^___---- SMOJECTA 7 0 :• i a'ry/o3 Vim, �a%igr IS �D�IV 1�+JY!?ifc 4se sa3ad„; �nJCG ,/ ,bpi s NaEgf �. Co3xc,hakd /oad �,J..�-.i.ota G.. ZA6 5hc.1h 3-AA io i i 67dA2 .Jev x4 e l5o�w y/ a. shz Bwce s✓at 6�..` ► �� a xlo -&f6e- C .Al f+�au/r = s•33�(93.e�" 4. z� .—c.>.h��i 92)(Gryj 260 �rw%[r � Ivo'z a 38.00i/3 fAl�n� Say sg" = n., .4; g.z JGse - i-V Ev i2 110.4 SSSSSSSS KM KM YY YY TTTTTTTTTT YM IA1 BBBBBBBB SSSSSSSS KK KK VV VY TTTTTTTTTI NM YM BBBBBBBB SS KM MK VV YY IT VMYM MMMM as B6 SS KK AN YY YY ' NMMM YYMM Be BB SS NM KK YY YY 11 4N MY VY Be BB SS KN KM YY YY M MY MM BB BB SSSSSS KKMKKK VY 1' M4 4M BBBBBBBB SSSSSS KKKKKK YY 1: MY NV BBBBBBBB SS KK KK YY TI uM BB Be SS KK KK YY 11 4N MM Be Be SS KK ■K YY MM MY Be BB SS KM KK YY IT MM NM BB Be SSSSSSSS KK KK YY MM VM BBBBBBBB SSSSSSSS KK KK YY I N4 MM BBBH1,089 000000 uu UU TTTTTTTTTT 000000 UU UU ITTTTTTTTT 00 00 uu uu IT 00 00 uu uu IT 00 00 uu uu IT 00 00 UU UU IT 00 00 uu UU IT 00 9B as uu n 00 00 uu uu rT 00 00 Us uu IT 00 00 uu uu TT UU 00 VU uu Ti 000000 uuuuwuuuu IT 000O uu0000UUUu TT *START* Job SNYTM$ RAq P9030 EAr SEA $.STEIN [3021.66421 Dot* 11-Au9-87 15:01:00 MOr,il, CM29-MILL TRI-SMP/7.03 A *START* F11K DSMB:SKY lMB.0UT13DY1,064T1 cru LU: 11-Aug-87 14:41:59, priMAq: 11-A49-Br 15:01.01 Job PArwtArA: RMquAst CrAAt.40 1-Au9-$T 14:43:01 PA9A IIMIt:18 F.r N08MAL ACCouet:SEA33BTM.A1 03A90 F11A pArAMAt.'.I C-01, I or I SPA.I B0,SINGLE F11• TNrMAt:FORT PriM wo9P:ASCII p5nP%i:1t 5M - -p P R9 ' %1+T 8 Prtnt move: SEA , tAW tSOP E9030or "..too* :AS 0141• ou :, SKYTM9 PMpj1,88A71 i+-Av9-91OLE F SPJPDwW � o ,K9:S PwFt f SPRC .. _ loD D4 rtMAa Ergs EOpY' , /55A PNrR R ¢ T Tz9 9 9 9 to 10 10 10 6 2 1 9 3 2 Z 9 13 4 9 t ¢ ISo 5 10 JOINT RELEASES ¢ M 2 10 ME" RELEASES Z PEST ER RELEASES T START MOMENT 2 10 ENO MOMENT 2 15 S ¢TART MOMENT 2 END YOPEMi Z PE kft I 1 TMU PNpAERTIES PRI 5P4TIC 1 DMU 1¢ 6.26 II 5.359 TABULATE ALL r{ CONSTANTS E 1300000. ALL MEMBER 1 Lt. • OL • 9CAM N[ARIONS ME IN LOAO¢ I THOU ¢ FORCE FOAC Y UVOIFOR P --139 2 FORCE 10 FORCE Y UNTPDRP N -1,33 3 PORCE V CONCENINATEO A -113. L 25.99 ♦ FORCE V CONCENTRATED P -515. L 9 PONCE V CONCENTRATED P -53, L 41. 9 PONCE V CONCENTRATED P -¢3. L 24 24. SOLVE I STRUCTURE DESIGN OF TRUSS MODIFICATION FOR BEAM REACTIONS LOAD]46 1 LL • OL • BEAM REACTIONS ..................................................................... MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT I 1 0.000 0.000 0.00 1 2 0.000 74.669 -523.U1 2 2 -240.190 118.406 523.01 2 3 260.198 _ :6J.6/5 -0844.32 3 3 501.040 199.687 1544_32 _ 3 4 -501.448 201.363 -2119.75 4 _ --- 4' 501.651 201.359 2119.75 /_ 5 -501.65, 199.692 -1844.33 -5 5 -760.199 16T.645 1844.13 5 6 260.199 110.405 -523.01 6 6 0.000 74.468 523.01 6 T 0.000 0.000 0.00 T 2 324.527 -14.024 0.00 B -324�517__ _ 45.944 _ -110.61 _ B B' 0.001 59.430 719.61 6___-9. _ -0.001 80.020 -938.30 9 9 -0.001 60.020 936.30 9 10 0.001 59.430 -719.61 10--- 10 324.577 45.944 719.61 - __ In a -324.577 -14.024 0.00 11 6 044.206 0.000 6.00 _ IT _3 -844.206 _ _ 0.000 _ _0.00 -'- 3 60.013 0.000 0.00 12 9 -60.013 0.000 0.00 13 4 -227.135 0.000 0.00 13 9 221.135 0.000 0.00 14 9 90.016 0.000 0.00 14 5 -60.016 0.000 0.00 Is 5 /44.211 0.000 0.00 15 10 -544.211 0.000 0.00 APPLIED JOINT LOADS. FREE JOINTS JOINT FORCE A FORCE V MOMENT Z 1 0.000 0.000 D no 2 0.000 0.000 0.00 3 U.000 0.000 0.00 A 0.000 0.000 0.00 ' 5 0.000 0.000 0.00 ' 6 0.000 0.000 0.00 T 0.000 0.000 0.00 9 0.000 0.000 0.00 REACTIONS.APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE V MOMENT 2 8 151.717 802.308 0.00 10 -151.717 802.392 0.00 FREE JOINT DISPLACEMENTS JOINT K-DISPLACEMENT V-DISPLACEMENT ROTATION 1 -0.0057 0.0026 -0.0000 2 0.0010 -0.0070 -0.00 n 3 0.0029 -0.0067 -0.0004 A 0.0000 -O.0065 0.0000 5 -0.0029 -0.0067 0.0004 6 -0.0010 -0.0020 0.0011 T 0.0057 0.0026 O.00U9 9 0.Dow -0.0103 0.0000 SUPPORT JOINT DISPLACEMENTS JOINT %-DISPLACEMENT V-DISPLACEMENT ROTATION 8 O.00DO 0.0000 -0.0003 10 0.0000 0.0000 0.0003 PROBLEM SOLUTION COMPLETED. CPU TIME: 1.24 ELAPSED TIME: 0:19.45 DISK BLOCKS USEDS 36 i CITY OF RE�NnTON FOAM 315 R i7rY or ENTON BUILDING PERMIT �r"f 24198E D 1VIL➢IN i ZONING DEPARTMENT APPLICATION 7 235-2540 BUILDIAONIN�[l ADDRESS OF PROPERTY I-1O7 M,aA'E jps Ljn �J (IF NEM CONiTPUCTION, IRIS DEPARTMENT MILL ASSIGN A➢DRf551 TYPE OF CONS?RUCTION TO BE PERFORMED IN5%aNA r01v OF A $L"/LIGNT VALUE OF CONSTRUCTION IS: RING COUNTY TAX ASSESSOR'S ACCOUNT NUMBER FOR PROPERTY 1l2 O�S-ti Ol3- OS- ( Y BE FOUND ON PROPERTY TAX STATEMENT OF TITLE PAPERS) Y.A TWO COPIES OF LEGAL DESCRIPTION SUBMITTED ON SEPARATE S 1/2 X 11 SHEETS OF PAPER PHO NE ONE a& 235-�631 OWNER Of PROPERTY CIT`/ OF NYON 2IPs"w nc� rJ latl� A4 IC S, CITY/STATE t` M 1.✓,4 �g�f I_ S.ZiE£i 'DRESS aOO ROAI4LO ( 006u ! PHONE �»'714 oil CONTACT PERSON _ STREET ADDRESS a0O N LL Aug S CITY/STATE RuH'O A ZIP LEF�LI TY EN L,N(i"a.NG ['q.,y T,¢M Q 1 (C7 F L 1 OrN E6A s.'s... .PHONE V l- I�D Q I CONTRACTOR -TU u CITY/STATE ) ZIP STREET ADDRESS CONTRACTOR'S STATE LICENSE NUMBER R_ITON BUSINESS LICENSE NUMBER TAX NUMBER IIF TENANT SPACE, LIST: TENANT' NAME. TYPE OF BUSINESS, SUITE NUMBER) -- Censt Type Sld Sg It L'ss Dlstrlct� hood PI Clev Lowf1 Elav Elec Serria_ - Sewar/Septic yeeant Sits Flood Proof EI -- Sprink Ur Rag CO Ragulred Sits fyv. Shall of Bid Wv Days_ Spec RAstr�� Tom Days Ravocab ha__ DwaI lln4 Cwnt OccTeR Grery "'sc f de it Oc< Group Ooe Lwd Rise Code Z Park Cwnt Story Count A.sc Coda I I certify that the information on this applicarion furnished by me is true and correct and that the applicable requirements of the CITY OF RENTON will be met. I understand that this application is valid for six months from the application date. If a permit is not issued during this time period, the application will become void. This application does not constitute a permit to work. Mork is not to commence until building permit is posted on premises where work is to be performed. Mork in public rights-of-way and/or utility easements a:e not authorized under this application. PERM T FEE $ INVESTIGATION FEE 5-OTHER FEE $� PLA HECX $ ` BRAIN GE PLf(31ORECR S SEPA FEE $ RECEIPT a SIG ATVRf --T CWHl[L na au• i m c 4, a FROM �o :�i S A,TN M•. , II, O d l.., ,) �I DAZE 2 J...s RE PROJECT NUMKR YA ARE SENDING YOU ATTACHEU7 UNDER SEPARATE COVER VIA _ ❑ SHOP DRAWINGS ❑ DO LPANTS ❑mAC NGS ❑ PPMTS SPECIHCATIONS ❑CATALOGS ❑ COPY OF LETTER ❑ —_— - ----_— — WOM DEWEPRON —� �rnnuri� J IF MATERK RECEIVED IS NOT AS LZMD,PLUSS NOTIFY /US�AT ONCE RE wi r i 7e/ COPY70 A-- _ a 1151FOIM6 NO2THE;;2N LITES ^N OF LAIR-SWANSON, INC The new energy-savers from the skylight source THERMALIZED Acrylic Skylights Glass Skylights ,� o ro nlamos lart^ ■AMP O ■SM3 Dow ADVANCED ENERGY-SAVING SKYLIGHTS FOR TH #y4._ rV4 I MAfM is�'... ..�n.� •�1lLLy��r�'[ i w 1� al•91.at New, from the leas rig name in skyhgnts tnree designs sure to please homeowners. builders. and remodeters. The venting skylight. thermal skylight.and self-flashing skylight.All three units featuring the top thermal qualities of insulating glass in a choice of clear or tinted bronze. r VENTING SKYLIGHT __ 1 ' 6322677 704 NORTMEAST NORTMLAKE WAY • SEATTLE. WASHINGTON 98105 Series too Domed Skylights WHEN IT COMES To 4N SKYLIGHT+NG SPECIFY I N NO2THE;ZN LITES Series 120 Tempered Flat Glass Skylights _ Metal Frame Stock Sizes uslom and Urger Shea Available Upon Rapues! --- -- CurO Dimensions GwL Cmenso• elm Made!N O A p I '- - -'_ — • Guaranteed \ -"� • Triple Sealed " '_' � (Far itlWNrstlra a--� pu•pages.fedanl i .. tape omilled). Aiuminum Frames. NO COlne,i Y.e,.LeA \� COodensabon GWWe. Drains 10 OUlflde. Opening skyhles - - - - _ - �CeTHLAKE WAY SEATT LE. WASH INGTON Bel 05 Metal Frame Skylites WHEN IT COMES TO SKYLIGHTING SPECIFY NOZTHEZN LITES Dome PM Open ng Skylites Insulaled Glass PAW11 Dome Triangles Hexagons Octagons 1 1/ • Guaranteed 1t • Triple Sealed (Forpurp Illustrative seal tape ogee,sealant tape omitted). Pyramid • 062" Bronze �e4,1 t " Atuminum Frames. All Comers Welded. G 5 Ike • Condensation Ginter Dialns to Outside. Ridge elf _L I p ^1 Ob TN/Ch' C[GARdCRYL/C ,pLUM/NUM SEALANT TAPE AL�/`IiNUM R/VET WEEP yOL E N cv�e8 .avo A?c(Jt»?L7 OT/lEiRS DOUBLE .dGrPYL/G Sii'YL/GNT/DETi6/L (l�l� LOI\ri--b�-U � 5 HEN IT COMES TO wr ` � :KVUGMTIvG SPECIFY _ VISION OF «,-a.SWANSOH. INC. NO;ZTHUN LITES (206) 632=2677 • 704 NORTHEAST NORTHLAKE WAY • SEATTLE, KASHINGTON 98105 „✓-9To Engineers alannea cw ' economists Scientists June 6, 19888 S22074,D1 Mr. Ronald Olsen City of Renton City Hall 200 Mill Avenue South Renton, Washington 98055 Dear Ron: Subject: Well 9 Pump Station As you requested in our meeting on June 2, enclosed are the energy calculations relative to the skylight installation for Well 9 Pump Station. As these show, the skylight installation will not impact the buildings existing heating requirements significantly, as the added heat load is well within the safety margin of the existing equipment. Also enclosed are structural calculations that show the integrity of the roof system modifications for the skylight. Sincerely, Arthur L. Storbc kmk R-5-9 ( 5 CN2M NFU Se "I@OBic 777108MAven N.E.& wosnnpFon 206 453 5” PO am 97600&Pit* ..Washmgtpn 98009-ww "!L&W SCML/6ty�/N-/r/M P�iC06M _-_- BEET-�-DP_Z ------''ot cam£ °•`------------ MCACTNO s a�92i�•_Qd &DA DOW A414W AQDfo 4CdS MW# 70 ACO7003 OP W"^% - f i^rh/t/Friow)S, f• C4ip/N,4L R•0 BATE lNSUI. CPS.r•J Tw "}D`F PIMP R600A 'IL" mbo OLJO Vesea.+ T 4'F (UNOCC 'P/CD) Roe+• A f,-A (AR) (o x 4 a 24 sF uR O.og UR Ac Ar to lmow Q Fr'- � '10-2i f7f PF E .kill 21 17uN Q. now /uMP Room '-S TIWT Roof• 446w •27 QriM ® MO WALLS `FF 4c� A,74XGxt + 4-x5x2 — 8E uw = o.oF •� Ow ` (Aw <Afv OT 19 9TUH «o sK•t�c,r.r p, < 6-* 4 : 24 sr us A, dt a.4( x24x 14- 22�. 87ura 7-1 FRYnf st'yt/bf//' TY1rf LOt^- ExCEEO OE51640 5AP"-TY ",#R ) BF 7AW /b.KW //EH7ER, • GENERAL STRUCTURAL NOTES *• NOI�+ _._ ___._!11'. _.�__3.a+lxIDP,W�jyScs�._— .� —�S NWa,a4c w..0 nm+y west cp.•.tcwa , ..ar y m.p N+.m w.m ew+woMwm wuN rww. aye �5�� GnpYUNaM W+K,f Y✓JNa.,r.M«wYry,.�4 G, / � W`r6.0°Y1�'fJ rfJ/Y WIOAYII,XRIIrOMm Y✓ ,IaMM.MO F w.vo curcwram64 I �ierid ct°ac i awaye..wwa+orta...«v.N+amasw Nca..we+e •+ l/Iw6 jj{jjj I CCMIV�MOq.LMM.u.,. rTW«•�NY•VpYw.O ��ypp up WM«M MfN4.K.b M•?YC.wO .� f er1Y(T"I MCM) ; WyrY.M•.tlfJMM}AYr,W M,. ,a•.'•i W,YwYN l._ A!, 1 ' arw .• Yw.i Y. eY K40�Yr�iYw�iL 'qFF I � �iI � ,Mww• •' I I W' m«rf Yw,! !1 .'f ,f 1YW4M,flee 4 e9! rM1•e0 M]rr,l ) �� Y a�ti•a spur�f pame....NMNrwmNw W«.a NM.Vwa,w'+w.r: •�n�nu ♦ .aw we° °c r•N.^w'n w[.NpIN -_fM.{w«arMN..YaaeawM ,rmGwa an«nawaunw m IMYY,.Ae 4MW.4 Y.t.YNmCOiOWI.N W.\ Rf :� ` ,wa•N•swat b,C.wrY..u.,h..M WC+m�PW r �iC / i L.,,sroO..rvt0.w,•iu•b Y+..rW r.r,.l lw[M,p �] wrs..o Ycsvc ew .W. r�rwlwr />, ,L� \rwa,ee s t�oc wn r•,r«,uc w�! .] W YM N IiI a 5�r/,aLl m va reN ewy es weo u see,er.,.uan, «a w ! iwo.wa nuoa...alwa osaau "0O le•.�.e`.w'm�'.o's a�a: • u,•ao•rs a r..w a .roweaa aeo,r..l a.r+,s« r_ .r,�'a aw,,,,,aau ca•a., ROOF FRAMING PLAN a.ewel! aaerw sn y�..„a. s9'e"' «vea+.+o o« uwwo celuw I eor•rl r i '-Te n�nmru'S mrc w.r e w � ''"e"u9 '�'�' 4 away«re,as•w� a m•a a Y �caae'koW� •!ea.al.a 0�KK Off iJ/J RE/NFORC/NG � I � • 1 .a II w«>wa a I�S eI°�raN�ia4�m.was ' I .•.,OaMO'IM,W .�v/,w�Y.s trt.awa,[°r N•WINv,N ~ ! «IM•aL ' a.ra+...Y..a,a evnsio.Iowa. wratvs ranmrt � s000...w ss•uNe m I al..••.•N°Y,ew`ar ,,•IT.^e"aee wr« (�(ml� a[aT(YMCL JfAM) � �Ioar m Hasa aon a n !r•of rf!±.d+2NNEN FwKq CMN_ I! F r w,! \ •rw»[°WrsY.Y.W�a ,wer,a:Ko JelE MAT ere veaL '1 l __ _, I .•a,w°ran•-roc• al.:.g � rI �,°t •. _ \ m sea _ "•, .� `I Y xO°l` A,� � �3 VATfON � . . 1MWn,M+l cm'r[.r. cew•+c-ee a,aw..wa w r-o•!w w,en ! nw+was lcr•sr QVµ m.,wwaiaraa �,1(°/pbL2*C1:5 l�Cea . «I.>„ (6'�1I �ErTp9row CMNQR xJTFF/QQ CCK VE4 S,NctH MAT(IUDrINQI �,y�.-� . 5/N1516 MAT AI / SEG TIDN �1 NRY WQ.'-� COFA/ER5 1NONC'RFTI WRLL CORNERS REMOVASLE ROOF DETA/L$ ..�� w.ow.o-w r../.0 ncw14T1M a<fld MafM, w ------------- -- n r1 � iCJ t,•6Jt9bCCt pLrrG!/f"vlraF'fy ®[hTw.Ya f. —fITT s � Qa r»:Caro e[.amRMr w,sc+.+.•• �(� O.aRMr[tarrtW.u.Tr. L/JM (./M1(♦ TG![Nr O-- I ®c.fs'w...w.,f.nr.� �`a+°O�e u�.ssA��`•r:Ird e. e' '� � ©.:n.w[a.•.rnx va.w Ql.raw fa+rarc s.3. ?4rCt M[M t y Z K-/a.Wru f0'K•w+ ®MLlV,R+GR..fCC(�J j —a•nr 4 ©ra..r.r.�s..+wo n,roee.we[a.G o. •• Y IW�Murb fM)M1V � �cWrCRrtr../a.r MfI."u-yqu.....0'U9Y a /6.VY.vr ylww.w.+lwi=w P AN Q moo n,rn .rcu e.sRrc,nut'] ®a..[K.[.e Q SSX[[RS.'drRv[:.w"2.'Rc[S.'c'fr "'ar yax»,wa nw•• ®RaVnfO q•f[NO W.f r. p �� i�i �.r.R3 Q �.m.�m .e ..�Gnw., fnr.°Gr�cc`t•.'ru rI.'V r.' RfGfIMS ars rarifa..r � T�' ^�urr[nrnvnrR .•a c--w- I vr•• r.o G+cw.m nv. few�a frr —.isw=c:w.°rc.i w.::�.c•wrR m rro. f H?hl Hll ""° JOB NO. dS091j PAGE I OF I M TYPE1600 SPAN$ 14FT- 91N-14SX 1 PITCH$ 8.0 JIEMBR CSI P(LBS) MOIST M02ND PLATING CONFORMS TO UBC ' CSI SIZE LUMBER 1 .15FB TOP CHORDS (ICBO) APPROVAL NO 1591 TOP 0.24 2X 4 HFSS 1900 A-E 0.24 .180 T 0 -1307 PLATES - 20 GAUGE HYDk O-PT BTM 0.11 2X 4 HFSS 1900 E-B 0.24 270 C 1307 0 GRIPPING 388-296 PSI PER PAIR N85 0.22 2X 4 HFSTUD 747 B-F 0.24 270 C 0 -1307 ' INCLUDES 15.OX INCREASE LUMBER STRESS INCREASE - 15.0% F-C 0.24 180 T 1307 0 TENSION 864-553 PLI PER PAIN REPETITIVE MEMBER STRESS USED. BOTTOM CHORDS SHEAR .956-548 PLI PER PAIR A-H O.D9 . 136 C 0 +478 LATERAL BRACING: H-D 0..I1 231 T 478 -409. JT TYPE PLATE SIZE X Y CONTINUOUS TOP CHORD 0-0 0.11 231 T 409 -478 A 2001 2.50 X 4.00 CTR CTR CONTINUOUS - BTM CHORD G-C 0.09 136 C . 478 0 B 300J 4.50 X 4.00 CTR CTR SPACING - 24.0 IN. MAX WEBS C 2001 2.50 X 4.00 CTR CTR F-G 0.22 630 C 0 0 D 1070 3.00 X 8.00 CTR CTR LOADING LIVE DEAD (PSF) E )010 3.00 X 5.00 CTR CTR TOP CHD 25.0 7.0 DL+LL DEFL 0.02" IN E-B F 1010 3.00 X 5.00 CTR CTk BTM CHD 0. 8.0 LL DEFL 0.02- LESS THAN S/360 G 1001 1 .00 X 4.00 CTR CTR TOTAL 25.0 15.0 40.0 H .1001 2 .00 X 4.00 CTR CTR 'AY4<6"Cry IOru NOreD NOTES$ SUPPORT CRITERIA R:Il�y�) 1 �,ApN' rlli.: r .I�ErvT 2. PLATE1 . RMS TO VALUESTARE73. BASED . J7 REACT WIDTH JT REACT WIDTH LBS . IN-SX LBS .. IN-SX Z`� U:ur. T•'I• - ON A LUMBER MOISTURE N 592 3- 8 G 592 3- 8 ... .: .-�" CONTENT OF 19% OR LESS LEFT MIGHT .. JB AT TIME OF FABRICATION. HEEL OIN - 45X DIN - 45X E 12 Fl CTr IX4�y LATES .� ��` �,e. sx �s�'�? '�.i-; i •` S0. 1C r� �r I B EY"�vrLv:slr,. c _ �'� �`1P•o��eiN�.CC�z s� n 2Y4 Z PtlI�S I SG1L6 3/8' !•-0. 1._B. 5 v CTYP,) I -1 -- 44 fJSION* it a!1• 1;z� 14'4 7B• It 8/16' FEEL 1 1 ' SEE REVERSESIDEFOR IMPORTANT INEONMAfMW 0- RH2 ENGINEERING, P.S. • LL IE174 TF ITURWIOTTAL 1410 Market Street P.0 Box 1180 KIRKLAND, WASHINGTON 98033 6/21/88 ..ea (206) 827b400 pD_,Qlsen. Utilitv�piJlagr n TO CITY OF RENTON Public Works Department 200 Mill Avenue S. Renton, MA _ WE ARE SENDING YOU IC Attached L Under separate cover via If-%- Nail the following items: Shop drawings ❑ Printa ❑ lrlsrn ❑ sarryrles ❑ Spaciae&Ii s Copy of letter 0 change ^Nei K7 Copy of Building Permit cones wrc ao. oascxrnww_ ' 1 5 23 88 Building Permit Application for installation of skyli tit -- -- J-CLly COW RENTON Engineering THESE ARE TRANSMITTED as checked balm: ❑ For approval ❑ Approved as submitted ❑ Resubmit—__—cop.es for approval M For your use ❑ App-mad as noted O Submit copies for distribution Cl As requested ❑ Returned for ocrredtim ❑ RahNe_corrected Firms ❑ For review and comment — ❑ FOR BIDS DUE_ 1g_0 PRINTS RETURNED AFTER LOAN TO US REMARKS Ron. I have filled in the_0^r'^_.essary data for Q a Construction. ._ DOPY TO -------- SIGNED:_Dan Ervin u.Mam...•n.a,..a.a.r.mr^.r,h•••r mc• R14.2 ENGINEERING. P.S. • L IEUTTV SEF SMUMOTML 1410 Market Street PO Box 1190 _ 1/8 KIRKLAND. WASHINGTON 98033 "` 8/18 ��«°1245.60 (206) 827-6400 1 Mr. Ron Olsen To w Well 9 City of REntnn ___.____..__. . -- CITY 0FRPNTON — g�Slneering p N Via—_ WE ARE SENDING YOU % Attached Under separate cover _-the 16R3WNIFitM :-. Shop drowm¢s G Prints _ Puns G Sempus 0 SPKWANO M I. Copy of letter 'I Change order "mm"ON Change Order ND. I t— — THESE ARE TRANSMITTED as checked oelow U For approval Approved as submitted Resubmit__ ._copies for approval O For your use Approved as noted 1,] Submit_.____copies for distdbutfon ❑ As requested Returned for corrections ❑ Return--corrected prints C For review and comment _ — ------ ❑ FOR BIDS DUE _19 C PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO___ _— slcWaED: Ban Ervin, PE It",wmr _.-- CITY QF. RElRON 5nem 1 u! 1 • PUBLIC WORKS DEPARTMENS �neeer Bete 07/06[(}$_ CHANGE ORDER Ordered by I.nPncer uitJer tern of Sacs.o. 4-1 of the co — .u.LAG-012-F18 St.nJ.'d Sycu l,cet mns I"A) ❑ Cheyr im,o.cd by Cortreaor To: OMEGA CONTRACTORS, INC. P.O. Box 428 _ Duvall, WA 98019 fnanr..d by: < Rw clan w 1 1 �l{dQy Stde mute N/A f agnR un< ���i7�`��' f NIA eGrsl Aid W. _ Title 1,al project Title Mount Olivet Pump Station Rehabilitation and Pump Addition and Conacat Scure by Si Atty: (eah" Atqu aj Highlands Pump Station Rehabilitatiun By: �tney-u �I 1 . . . . . . . . . . . . . . . . . . . . . DESCRIPTION OF WORK . . . . . . . . . . . . . . You ere ordered to perfon the following described sort upon receipt of An approved coPY of this Chan, order'. Replace skylight and roof framing at Well No. 9. All prices include State Sales Tax. All art, weterials And Rearurewent to be in accordance with the provisions of the Standard Specifications and Special fhovtslon. far thn trpe of construction Involved. ORIGINAL COMPACT CDRRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTCR CHANGE $ ll0,214.J4 s 110,21a.a4 d $ 116,504.78 ACP6 USE AGENCY USE APPROVAL REDE6L_� APPROVED: / w9Ultµ < • c APPROVAL W(JaPENDED ❑ APPROVED DISTRICT STATE.-AID w WEER I or ate: q W0 # 4244 42I/pw/t5.5V38.b!; Cn`Ir �ls) $ 3 _ Seo�,:ti 0),4cs ,Cam A ten,x ti.e. EGOnOTMs L- "'t 930pD-ZOSp $Cs,rinsls �� Date July 10, 19ap City of Renton. Prolect No. 174,D1 Attn: Pon Olsen Client Rat No. City [tall Invoice No. 5341j7C 200 Mill Avenue South Renton, Washington 9901,5 INVOICE modif tent ions t tis- hump station at Wrr 1 PTof`�s3_nnal Services! $3,11-7 o M0. A.4=?r um -mr Rmui C, . . . . . . . . . - �Lv PLEASE R Py N a VRAFKIT RN2 ENGINEERING, P.S. LIE TEM ® I410 Market Street P.O. 80. 1180 KIRKLAND. WASHINGTON 98033 9-22-88 _ 11""l"245,60 (206) 927-6400 �..rn."a. Ron Olsen TO CITY OF RENTON '`Nell fa. 9 skylight replacement 200 Mill Avenue South �— Ran Dn YA 9R054 I WE ARE SENDING YOU K Attached Under separate cover via_ _the following ftns: C Shop drawings .: prints G Plans C Samples Specifintions TO Copy of latter Change c,der COerfa MTE wn oeecarrtmr .--letter jrna Imi_(nnfMMnnc I SEP !!3 1988 -- -- _-eW OF RENiAM Erm nlil>Q,�pt_ THESE ARE TRANSMITTED as chocked befnw. C For approval C Approved as submitted .7. Resubmit—copies for approval It For your use 0 Approved as noted Submit--copies for distribution C As requested ❑ Returned for corrections _ Return—corrected onrns U For tavirw and command f --- G FOR BIDS IWE. 19 G PRINTS RETURNED AFTER LOAN TO US REMARKS— COPY TO _ SIGNED: Dan Ervin vwc,.�MYrrrN II w'YwIY M MI Ie MN.wwo+Mar-�H eM� Omega Contractors, Inc. P.O. Box 430 Duvall, WA 98019 September 20, 1988 Dan Ervin RN Engineering M0 Market St. Kirkland, Wa 98033 RE: Well No. 9 Skylight, City of Renton Dear Dan, The skylight installation at Well i 9 has been ccupleted. Several alterations were requested in the framing, duct work and conduit locations. This extra work amounted to $500.00 plus tax. If further information is desired please contact me. hank you. Sincerely, Wayne Schlappi RECEIVED SEP 2 2 1998 To: r. ... e w City of Renton + Building Division 81111 PTtk3 PF.RMI T PERMIT 614076 306 814076 OFFICE : 111, ITISPE'J_TIONS: 235-25"•4? Permission is hereby given to do the following described work,according to the condi- ISSUED 02/17/89 bons hereon and according to the approved plans and specifications pertaining thereto,subject to compliance with the Ordinances of the City of Renton. INSTALL SKYLIMT 17230S901305 Job Address 1707 MAPLE VALLEY HY Tenant Suite OWNER VALUE OF Name CITY OF FENTON Phone 206-23S-2631 CONSTRUCTION 5,000.00 Address 2OO MILL AV 8 RENTON WA 980" Permit Fee 72.00 Plan Check Fee 46.80 CONTRACTQR'" Add-on Fee Name i 'gwGA CONSTRUCTION Phone 206-881-1697 Other Fee 3.Sn Addrj� PO BOX 42B OL.IVALL WA 98019 TOTAL FEE 122.30 Contr Uc. riMF.OAC204MB Tax No. I HEREBY CERTIFY T WORK IS TO BE DONE SUBJECT TO COMPLIANCE WITH THE OHDINANCES EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS OF THE CITY OF RENTON AND INFORMATION FILED AND SPECIFICATIONS AND THAT ALL WORK IS TO HEREWITH THIS PERMIT IS GRANTED. CONFORM TO RENTON CODES AND ORDINAN;ES BUILDING OFFIC AL y,J,(/ ^ i Applicant (.4,(..,iL,�_ EjN ............................ ........................ 11 . ..... ...... . . .......... .. . i City of Renton 24 HOUR NOTICE + cn1; PEPn11 REQUIRED FOR ALL earl Building Division PFPMIrt DI I076 INSPECTIONS Inspection Record 1OR F.1111)71, Job Address 1707 MIAFt E- 'J�1LLE'f ItY Tenant Owner CITY OF RENTON Suite Contractor OMEGA C01'4STRUCTION Nature of Work INSTALL SVYLIG14T Total Fee $1,,2+ p.1n 1 723 0 590 1 3 05 �n y/nn DQ Issued 02117/Bs By DATE INSP. DATE INSP. DATE INSP. 1 FOOTING 2 FOUNDATI0t1 F'P.AMING WALL 4 OTHER lit. r+ C3HFARWAI.I 6 INSWLATION Rt*�F•; R RE 5TFFL Q 171NA . DO NOT POUR CONCRETE UNTIL APPROVED CALL FOR INSPEI..rJ S DO NOT COVER UNTIL APPROVED I BEFORE WORK IS CONCEALED OR POURING CONCRETE DO NOT OCCUPY UNTIL FINAL INSPECTION COMPLETE I ISF'F:% 1 1,41 1 1 k4 k ,'dc, pi' I" POST THIS RECORD AT JOB SITE CORRECTIONS 8 �g-tgO1M� � - ItSA CITY OF RENTON BUILDING DIVISION Earl Clymer, Mayor Ronald G. Nelson, Building Official DATE: February 20, 1989 TO:gtility Engineering (If'St,1!"`jJ :� 1„V�,✓(tV Ron Olson CITY OF RENTON En;,tneenng Dept. SUBJECT: FEES FOR PERMITS ISSUED February 17, 1989 FOR g-14076, 1707 Dtaple :alley Highway, INSTALL SKY-LIGHT Account Nuaber: Permit Number(s)g14076 Permit Feels) $72.00 000/322.10.00.11 Plan Check Fee 46.80 000/345.83.00.00 Code Fee(s) 3.50 000/237.09.00.00 TOTAL $122.30 Job Number Please have funds transferred to the above listed accounts. Thank you. p1 .tis�4 C 'CHARTER RE TO LAWS IF 1965 ICAT ITY OF RENTON CERTIFICATION Colleen Cole•8owron nwyTM eV""'" MGO IA/ alm IFer� �i14TMw/. TMI /1� Wlfllur/ wv( Tm AW W r 11i TM1T 'TM1TM�I � ,pr O ANN WAY CYIGTIOM �� 7� MlYilyaq�'�a�nl/r r�o am 200 Mill Avenue South- Renton,W�as`tun gton 9801 .06)�40 ENDING QF FI FILE TITLE 93o pamPS 'aos IarR - �o WeLL � 9 19gi Pump (�er�seSkyL�� I