The URL can be used to link to this page

Home My WebLink AboutPermit 5286 - North Hill Apartments - New Building ECITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Aaartment Buildin Site Address 5860 Southcenter Blvd. Building Use___Xpartmantc Property Owner Gencor. Inc. Address 11801 N.E. 160th St.. Suite G. Bothell, WA Contractor GPnror. Inc. (Owner) Address 11ROt N.F. 160th St.. Suite G. Both-111. WA PERMIT >t s~ Z F- Control 88 -072 (512) .a ; E u to enant North Hills Apartments Assesso— recount 0 115720_0350-01 Phone 0 488 -1197 FOR BUILDING PERMIT ONLY A roved f Zip 98011 Phone 0 488 -1197 Zip 98011 Date: S Q • Ft. Office Storrehoag e/ use Wa Retail Other IOcc. Load Tit . Znd Fl. _ 3rd F1. Total Fire Protection: Sprinklers Q Detectors Zoning RMH Type of Construction V -1hr Fees sq. ft. 0 1st F1. S sq. ft. 0 — 2nd F1. S sq. ft. 0 other S sq. ft. 0 other S Total Valuation of Construction S 426,482 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receiptcc /s 51782.00 Receipt 0 2234 51158.00 Receipt f S Receipt Ny.,'g S 18.50 Receipt 0 S Receipt 0 S 52953.50 • Special Conditions Additional trees required south face landscape plan. of buildings and 11B II per attached FUR SIGN PERMIT ONLY El Permanent ['Temporary p Single Face Q Double Face [] Wall Mounted ❑ Free Standing Q Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECuMES NULL AND VOID IF WORK ON CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR HI/Fix IS ).:A.40EJ JA ABANDONtU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND (MIMED THIS APPLICATION AND KNUW THE SAME TO III TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU NO:NANCES GOVERNING THIS TYPE OF HONK WILL /E COMPLIED WITH WHETHER SPECIFIED HEREIN OR MDT. THE GRANTING OF AA PERMIT DOES NOT PRESUME TO GIVE A,,'40RITY ") VIOLATE OR C El TH PWV.ISIONS OF AMY OTHER STATE ON LOCAL LAW REGULATING C01J.1a' ION ON THE PERFORMANCE OF CCNS'auCT :JN. Signed Date LICENSED CONTRACTORS DECLARATION I hereby affirm that I • lit sped under rOyilOnb of the Susiness and Professions Code. and sy ilc e i in full force and effect. Contractor (signature) j/ �,''l�� - a :6;7' Date 0do� OWNER - BUILDER DECLARATION of the property, or my employees. with wages as their sole cemoensatIOn, will do the work, and the structure '; floc .,..p.101 �r sale. 1 I, as owner offered for ( 1 I, as owner of the property, Owner lttgnature)__—_. am exclusively contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done New Asartment Buildin PERMIT f Control # 88 -G72 : .. i Site Address 5860 Southcenter Blvd. u to enant North Building Use Apar_tmpnts Assessors count 1 Property Owner, Gencor. Inc. Phone I Address 11801 N.E. 16ftth St.. Suite Gs Bothell. WA Contractor Gencor� Inc. (Owner) Phone 1 Address Bins 1.E_ 160th St.. Suite G. Bothell. Wk (512) E Hij s Apartments -03 0 -01 $S7 Zip 98011 488 -1197 Zip 98011 FOR BUILDING PERMIT ONLY A..roved f ,�- Date: Sq. Ft. Office W& snouie Retail Other Occ. Load 11X-17. Znd F1. 3rd F1.+ Total 1 Fire Protection: [ Sprinklers 0 Detectors Zoning RMH Type of Construction V -1hr Special Conditions Additional trees required lands •lat. Fees sq. ft. • sq. ft. i sq. ft. P sq. ft. Total Valuation of Construction Bldg. Permit Fee Receipt 4c(% Plan Check Fee Receipt 1F 2234 Demolition Receipt 0 Surcharges Receipt IF3),�g Other Receipt 0 Other Receipt 0 1st F1. S 2nd Fl. S other $ other S TOTAL S 426 ,482 51782.00 S1158.00 S S 18.50 S S w.r 53953.50 south face of buildings "A" and "B" per attached FUR SIGN PERMIT ONLY i Permanent 0 Temporary 0 Single Face Building face Q Double Face [] Wall Mounted Q Free Standing Setbacks: Front Side Side Square Footage of each sign face Special Conditions 0 Other Rear Total square footage of sign THIS PERMIT BECuMfS NULL AND VOID IF WORK 04 CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR 0011 IS ).�?th0C, i1 ABANOUNCU Full A PER100 OF 140 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HERESY CERTIFY THAT I HAVE REA0 ANO EXAMINED THIS APPLICATION AND KNOW THE SAME TO K TRUE AN0 CORRECT. ALL PROVISIONS OF LAMS ANU 01O:'010ES GOVERNING THIS TYPE OF WORK WILL OE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TU GivE W.,0RTT. '') vIOLATE 04 C EL T P SIONS OF ANY OTHER STATE OR LOCH. LAW REGULATING COLON OR THE PERFORMANCE OF CChs'aucT:JN, Signed Date LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I M �lic s d under oylllo"s of the liminess and Professions Code, and •y'llc�e I full Contractor (signature) /�/ &2-' ��.0 -i��' ¢1-�+ Date ��cf force and effect. OWNER - BUILDER DECLARATION 1, as owner of the Property, or my employees. with wages as their sole condensation, will d0 the wort. and the offere0 for Sale. I, as owner of the Or00erty. M exclusively contracting with licensed contractor's to construct the project. Date Owner lslgnature)_ __- structure I% "Mt " •r :° e.0-8Q-04/7 CITY OF TUKWILA Building Division 620U Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectio Site Address Requestor •" (r/%Special Instructions a INSPECTION RECORD PERMIT # 24; Date MIN r Date Wanted 6 ffc3C? 9 p. - )240'C40- / L% P ro j e c t ' Lel Phone #.1--/- KO • Inspection Results /Comments O, gencor apartments landscape schedule landscape plan 4/r5 •• cAC.t,.5cr ,44: ,OD/V rare; 0 134742,/ s "A 'f :.,INr 8r T 7/6WTL/Ne D/Reer r0 f'0 rie oveg fe.oW i' ,4,' To 7-we NEW TEMP 5/ €7 P ` @ 77', € t 980 Coi,I Tj21.1C=r lac.I� T ' PER GI '1 �TA,t-IT2 , D I I. Excavate -PL AID To A. HeI6a iT' -ro LL.O■ ` Ho A,T -` 1-H61-1 # I • 1.05 the trench. widthe rr, source: EA4F'' 7yp, Setween 1. Ilackfi)l Intl tomcact the excavata'3 30i 1 . CONSTRUCTION OF J: STRAW 3ALc 3ARRIER Adapted from :nstallation of Straw.anu :abric =alter 3ar*iers for .3eainent :ontroi, Sherwooa ana Wyanc Mate 1.05c ?pints .Y ;houla 3e higher than point 3 ?ROPER PL\CE;1ENT OF STRAW SALE 3ARRIER IN ORAUNAGE .4AY ?late i.O5( fcB # / iNSTALL :ns :ailatiJ1 of itraw 3na %aortc Miter 3arrlers :,or IeO,ment ':ontroi , Snprwoo' Ina .4yant pi s CPI, 9Z1NDA' STRAW '&'9LE DEr111..+ A / 5 STA(4 "Egry ,v ._* o 54/4.. GRADING AND TEMPORAR1 EROSION/SEDIMENTATION CONTROL NOTES I. All temporary erosion controls shall be installed prior r.o starting on-site construction. 2. Wnere possible, maintain natural vegetation for silt control. that an surface. runoff will 'drain to thensedimentation control facilities. c1 f Al ST141 _ PER 4-TA FAT wiry C5 s/ r 1:Wor -crcAU g17 1' /H5T,ACL AT A e-A TER, 1747E - /f ,eal,er.Q5D TO G'DiyTeoc. .31'D /MEx,r 44 eAl R'U,YaFF Rock check dams shall be placed across'apen ditch. Return siltation control areas to original ground conditions after all I' /W improvemencs are complete. Approval of this plan does not constitute an approval of • design, size Or location of pipes, restrictors, channels or . retention facilities; but is an a0pruva1 of temporary sedimentation control Plan only. Vegeca tion shall ' be established on areas 'disturbed' or On areas of construction as necessary to mini,zize :erosion. depth) =III .._.11111-° 11111-- IIIIII H a \-- Sediment . 9 E:-.7.111.-4111--- -;"---1‹, I(I "= Dv - fi1tered �..'Wire rlesir.with Fi1ter Water Fabt`ic 'on top 16/ 24/ PAKKN 5 TA L bf IVEWAY. k Cif a$E% iC'9L ',,) 5 CHECK CHEcK 04M Airs NOTE ALL REM/A)/AZ WAc . INFORMATION S HOwA '' Is ro TOP OP cur oR r/LL MI4TEg/AL r, B " Is TO BASE OP car OR ` Fitt MAre /AG s' i l " /S AcTUAL. so/ e_ BETA /4l /,VG //t / iHT MID /GATES nor RE7x/MA o Mgt"- M4Y8E Reaw,e5,0 ro 8E Exr&v'/, E0 TO nvv Sv95EMENT Fe A8 Sire coLJD /77oAl3 ,►7rc r9r5. ALL. 'RE/A-)/A)& WALLS To SE DE.S /&UE,4 BY o7W RS Clearing and grading operations are subject to stoppage by the City Inspector during heavy rains. Resumption will be subject to inspection' and approval of the Public Works Inspector of all erosion control facilities. 5= 12.oya M,N. sli. Dr ,ft G 4r 8 (4aE TYP PAVENIw ti �TloN) — =--- MAXIMUM GR'O' 4LOPE. e TYF t7 /WAY 4 FAr K iNlvi "iTALL4 d•r cam. G... -.�Ep t �� , 1 • Fs 52 ►c.' j4 Gt, Wu/• °r jF lllsh'1.• .... /i ft, NW/ GENE AL. NOT 1. ALL EAFeTH -:-HWO K 4 L4TI LITi ES SHALL: FOLLOW THE Ft N1°21 N &5 * ONA M ENS ATIONS OF THE. SOILS VESTIGATION; ? E1- o1'e-r t2ATEt7 JUNE ( ) 1907 5Y JAME5 EATON . PE. OF CaaOTEC -IN IGAL. eite.vicE.5 2 . THE CONT AC1Or SHALL. QT! FY THE •N6,1NiE -I . w+ -1E•4 CON; 'L.1C 6 METT JET THE FL.pS FiEL. ON 7 T'10.45 F.X16T 3 AL.. i 1' I 1t4 \n/ALL S1C�NEt2 5Y OM-Gies. 4.T PA ZK1ki LOT 06.I JP ZO.'.t 2E Wit- -1 i --�- -• NOT EXcEED is To • 5. Ui /iU6 CONSTR./ACM/0 /GfiQ /N7:4%U I4 .PLWc S, R'G C/ €CR' D44/Ls, 1. ' -r i f' 5 i - W 43 :L?5 t V a. T �R/ r1/047- � �I SE/Air- L 4;'D€A) W4 reg. 4;0E5 ritl3r A. `---- -- 214oWT PgP`YN eM$ l$" Af'NAL? 11/11 Gasir Af.P:rfi tgliffiety VirrAtIN4 Top' L8inel 2172 GD%MP £ errn Grilfh1i"7 Su lcM/4 .riVe Colfirle. /110rTe' A+ � viral L f 1ic- le MAY fe rfivacer reNt' /A / fOIL CONS /1iON . /goof) La. >`OS TOTAL. NOV. 0 31988 lf/"'1. I~, �6rlCaY bi�tl�l�� 4J K I_ INS l 7' ,8 RSV /5 P f ER £WiYEE':S R Q/.j, 5r mro // 22 88 ,e5 /s D „'A 4 S . la/US '. AG- 5141LT O T RGAA R ° RO $N ON dl A584'C• INC. GON$t't T`i ENC3NEEfts 3843 ►Of HAWS. N.E., "iCLLENU1~ , WA. D OO ‹• "HONE 027- 586' �-,q••hff wfd .- :_�f.u.- s.+. -<' Wit..- +.. t,. iY. L?a:.. Pfi-+ fl•`,} .c.li3,t'c`t. ;++'ht- .t.:Sli' :n' i I 1 I I ! i I I i Iii iII Ijl III III' IIi I(I { 1 I i III Ijl '1i I III I 1 1 i i 11 1 III 1 �I II fIl III III iji LjI II III III1lII iI$ III IIi III III III H I��jIjpp 11 I I II�►1 1 i 1 I 'I I 1 1 1 1 1 1 11. 1 1 1 1 1 1 1 1 1 10 11 MADE M GERMANY 12 f,<'. 13e. LG l 5.';L hZ Ee 1; 1111111II111111011111111111111fiirt 111IIII1111III11 !i111II1111111i'1 111I1111 14t -•Tf the m crOfftilled. document is less clear, than. this o:r, it ig due to he • i%`y` 0f � the 0i~gl.na l : d.ocument. ! ' ; *-ii zi —"1 y- aw�i r *'6 ,"'''" v f rc . "ii' t 6° 11I1111111`IlIlI11111111111! IiI ilk 411.11,1qtt1111i111 IIiIIlih11 (1.114611I1'0IiIIli111111Iillf! Ili d11111ii111Nth'dilILIIn1610 9 fi >r. e U ► , :: ,IIi IiIIInl IIIIIlil�llilnlllliiil PLAN REVIEW tO 'COMPLIANCE WITI•I'THE FOLLOWING ORbINANCES ONLY `'3�:. SUBJECT TO INTERPRETAtIONS OF THE GOVERNING lU t?'IORIV( ERRORS, OMISSIONS AND INCONSISTENCIES. 5'23 DATE IN �_.Z3• BY Q L DATE OUT i .., MAHAN &`DeSALVO, INC. site plan expansion plan north hill apartments foundation plan sections floor plan section building b elevations mark a anderson gencore apartments wall elevations apartment complex plumbing notes electrical notes sections 15' -0" 81-3" 6' -4" OSIM ivoiTE P . Seir. UNz IHral21pio Noti -f9Gl. fr- ¢ ..Vi NNfl7fU (V) - i WALL -f E4. Pr WALL A •rr ( )-WAIL LOG I SHADED WALLS INDICATE EXTERIOR RETAINING WALLS (SEE S2 & 5.3 AND LOCATIONS)OR SIZES r45 DEG " O CORNER 4' EXT. CONC. SLAB ON GRADE W / #4 0 12.0.C. SHORT DIREC110N AND 14 0 16 0.C. LONG DIRECTION "Alicrr .0ffevAia 0 w m BEAM ' OUTSIDE FACE -4 OF GRADE BM. 1 11 1 Ai FIR. FRAMING SHO 2x10 0 16 "0.C. . •) w EAM 'E' ' - -fir• -- �_: -7" 15' -6' 0i USE @M. BAR BEAM 'E' w co F3EAM 'E' w ' -0" CANTL. PR' . 6'x24'x1' -0' CONC. PROJ. W/ CORNER REINF. PER DET. 6 /Si BEAM 'E' BEAM 5' -2" 5' -2" X 1 9' -9" 16'-4" 47' -4" 9' -- 7" 4' -10 15' -6' " 6' -4" 8' -3" 6' -6" 6'- 4" 6' -8" 3' -4" 4" CONC. SLAB ON 12.0.C. SHORT DIRECTI 18'O.C. LONG DIRECTION ( ,a� w/ D #4 0 0 2 LOC.) 12' -9" •--ootAvitettcitt pc.oetsts ReO ISED 'gEFE.IX 6 6 ELSE o T41. '! d % A-cA Ite5 16 "16 AUGERCAST PILE (SEE DET. FOR REINF. -TYP.) AUGERCAST PILE FOUND. PLAN-BLDG. morn SCALE: 1/8"=1'-0" ,Lo' pow( ,�1G. -� ' �.,2• tZ N , I Nor ioL�I IJ o Gt, l rr tt 1- ?-- '-('I.) -44 x d ��' 9.%. PG . e. � te'r', 1p A.,16p- ....,�_ l ie -:25 01.114) 'lark - 4 24" 0 (!S" MIN.) TYP. ALL CORNER BARS & SPLICES. PLACE ALTERNATING CORNER BARS AS SHOWN w 2" MiN. - 6" MAX. (TYP.) MIN. 1800 HOOP - LAP 24 DIA. W /HORIZ. REINF. --LAP 24 D1A. WITH HORiZ. REINF. NOTES: I VERTICAL REINF"ACEMENT SHOWN IS ADDED IF NORMAL WALL REINFORCEMENT LS NOT IN PROPER LOCATION. 2 CORNER BARS ARE SAME SIZE h SPACING AS HORIZONTAL REINFORCEMENT. 3 900 HOOKS MAY BE SUBSTITUTED FOR CORNER BARS (SEE NOTE 3). 4 REINFORCEMENT AT A'iLL WALL CORNERS, ENDS do INTERSECTIONS SHALL BE FABRICATED & PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN. S USE A.C.1. MIN. 900 HOOK FOR EMBEDMENT LESS THAN 24 DIAMETER PAST FACE OF WALL. 6 CONCRETE WALLS SHOWN; MASONRY WALLS SIMILAR. 7 WALL DETAILS SHOWN; FOOTING DETAILS SIMILAR. 8 VARIOUS WALL SECTIONS & INTERSECTION SHOWN; USE APPROPRIATE DETAILS. I" CLEAR ACI MIN. CLEAR 4 1/2" MAX. - -- fYP -IcAL REINFORCEMENT PLACING DIAGRAM To BEAM'B' 1- a Q -' < 1.1.1 a SIM (2)— (i4x36" 045 DEG. TO CORNER (TYP) CHAMFER EDGE OF GRADE BM. 0 1:1 —•-� rer,A.. row Itw ArdprAvi AV I A BEAM'B' BE a < ¢ m 4 m ►�t i!4 -i La co BEAM'B' v BEAM'B' ,, 04 12' -2" ,I 4_ 6'- 11'- 11 'm 8"x 24' GRADE BEAMS —SEE DET. FOR REINF.(TYP) i6'pl AUGERCASY PILE SEE DETAILS FOR REINF. ('•) BEAI BEAM'B' tJ "co a 'B' 2 8' -3" 6' -4" 8" —(2)—#4x36" 045 DEG. TO CORNER (T') 12' -9" AZA,I71,00 BEAM'S' i e Li'I ae,. orki 33 TON EMB REVD THIS A ONLY CHAMFER EDGE 1 UJ GRADE BM. 0 1:1 BEAM'B' w m BEAM'B' BEAM'B' .11 1 „ 11' Mir „ 1 12'-4" W m BEAM'B' 6EAM'B' BEAM'B' g .. 1 � r''l to 12'--8" 95'_4" 6' -O" 11' -6" BEAM'B' 1s .1 w m ippLO ALL FLR. ERMAiN SHOWN 15 2x10 e 16'0.C.(TYP Sik BEAM'B' S u CO ' -6" 6' -0" 0 CA PROJ. USE 6'x24'x1 CONC. BM. PROJ. W /C0 BAR it REINF. PER DET. 11' -6" 1 12' -2" SIM AUGERCAST PILE FOUND. PLAN -BLDG 'A' SCALE: 1 /8 " =1' -0" 'oP y Nrtit`I 5 oR lox24 Pe,z i'1'A1J to A v.L. " f2 ;.E J/ (-1) -*co 4" ac P2 VP >?�' 2' -o "ANo €. 6' oG 1)-041 Q I1 - o"t1T ( I I.f6I6g -r gr•-.0.1 P, oAtr -.o jI Ifh IN PII , °o " -O't '`1 I I tJ ro BIZ ' Itr Y c VC.) - 1.1‘12. zEQ u If�•G� waWEo v'hEP -.tcl l�� 0 6 0 PI aP ■ ; sat. L -.,1.,437L7g1- Ie11,1 `P/4■KI 12I,. ,6 -x.2 RJ R sommermannomcssanworowurntir ) I,I CS DM. 12' t. (2) *0 Tho YQr2 sNEAR. 1AL,L. AIJO a,IAlt.►�!� t ET A (mi l I'1 ' �L1 Lf I�1A • AO A E 0,1 U 1 EU cY3!✓ 1rJ?�l.i (5i✓F.• '5I-iat A -'1) -_ PR.•11 P . M /* 10 L'"1 10 I. 4.kt:AIZ1AJA1- L TAa I•Li. 1144 I (PT') 5" )t 24" C.,otJc;, �, �It �(2)- 0� -foP'� C i) - v) 541 R„ P Cd, 4" Piz M i'lt. -6 AtJp c?. iD "o•_'rl -i(Z.0 ° o11r Ii21 ' "` IO' Auc.HoP 05 44,1~1 ;;.,,tesa lhJA.t.I. TA61, t:. rod. - Fl .AR•k1At.L C.AA.4)UTS at' A 9 em '2' ue_3E' (2) 6,"A 'L) -4C i4e, <W41" Pw - - FOR �M�A�►A�AI.L ;'., t•l.,ol11 � SEE Hr =.E.T" A - " Ic} 9k I IJv1 : Ni j 1' 1`5 Le-6S TrHA1J f .3m 1'QP oP i?M TH J GENT. 'z; i Pk! EAT'- 1RJC-{ 4-1 ALA. S >✓'ZG. Su _ - t-2eA1'ED 17g-4 5iMIL.AR. / 622 c:AI.LQ1.trs e4. 61 2,k co �Tuo (-Imo' __.__.. __ __ - ) Lx <<7 JO STS 1+- 0, Riw2At, Lf - vu. M I V VkPQ 2. S1 L.J;.J ikloo0 . Ex`ia4 kA. i-', 1 st - ...- _- . -._..- _'.:1IZ.APE, csa F'(,%, 1 - - :t)R 17i R5-1 / • - , . ---- 12"A E b•-• A1-1 Iv ,, / 4t� of`.ic.. :)i✓,yM (9,)-' 7 Gp N'( ToP t2) - 7 cowl e..:'v 1) L. 4" 'C7Ii FL I J "oc- 'f N R.0 -00" 1%2 aR. -- ep f. -(PT) 6/b.,!-/1 ----- ,per 4" r0P c:•fi.W u'r 1 4:OHM0 �! .sF.4... PET ! /si Ii'1 >z-.. M "/< IiJ E5.0 E1'A I t.- COIF.. i F.I tsi •, t�1tT'4" jc-.eH A -� ," -- Iie" K ) -11c.gui; 4't N0141 PILE lo" DC- '(HRZu•~� ---- (j1)- * 7 x ded c)\,/Z MIPPi� - 5u1'Po12.i°'t*' ) $7 Lei ‘AAr( Y2 4i-MvIPKtste)1-e,- CITY OF UKWILA APPROVED JUN 1988 RE ZL7 y2AILt CITY OF '3' ;t<.:Ati >% r t:K AK - H f' \t1 8UlLLY t)Ef'1''. (3U'LDIN G DIVIji f 1 721' 4.74ien'S�` ...35 .-4414 :'.4 r'Tai'Kf . `.;,, ;'�i%_*%- + `,3 ,'- r"'�:.b- 6-: ?ss 4�. ':t-n" c'sk .t?f�3�7? & s.•, :<i. f %:7+Y,F t• MARK A. ANDERSON & ASSOCIATES Structural Engineering Consultants 'fit' -T4�r .. Ys• .J+:[ .Y 'if °.S' - 4 ._r�X i111I1111111I1111111I111�11111IIf II11111II1111111ijllij111j111111111 11 0 16711S:14f -„ 1 4 IIIIIII;I IIIiI�I IIIIII�IIIl11LI III 1111111 • . 6 7 8 If the microfilmed document is less clear than this t.. 1111 11 111 .1.1111.11111111111111111111111 4C is due to the' quality of the original, document •�� `'y yy.,..a,� ,. -b$ t ( p. ` � �l Il: (JI f`3 L 9 S h f Z l ww (-4 E4 G L C 9 Z S(Z 17 Z £ e {C� I ! I f y i I) II 1111'1! I illII II!! 111! 11111111111111i�Illi111111111111111II11111111111111111I111111111I1111 11111l I1111111II! ii111111I1111111111111111111l11I1111III111 1111111111111111111 1111111 11111IIili111111111111111111111( 1111111! Ii1111111111III11Iii1111111111111111111h111 !11111 1111,1 I illllli1l1111111.1 "I i II 11 : MARK A. ANDERSON, PE, UNIT APARTMENT C)MPLEX rOR GENCORE CO 0 OD 0 CNI (206) 235 -6690 CO CO NTi ERLAAKEN DRIVE SW ed 304 MAIN AVENUE SOUTH, SUITE 300 BID SET ONLY 1 THESE DRAWINGS ARE suodEcT TO REVISIONs PENDING LOCAL JURISDICTIONAL REVIEW * �.,. v,. •y;., w " r 6.L �r ^mot•'% 'fi: a:,,n � b' .s. - ^f.'_ T#'r ..r. .,�' "3 4 4 9 = k2E-.7 ALL. .°A f.-; .•.O V STRUCTURAL NOTES 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCRI?F'ANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION 1.1 CODES 3.4 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER ACI -315 AND AC1 -318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A . DEFORMED BAR REINFORCEMENT: ASTM --A615 CR -6 Q Ire-07+ LG? B. WELDED WIRE FABRIC: ASTM -A185 AND ASTM -A82 440 r0F44 *MA!•L54z C. DEFORMED BAR ANCHORS: ASTM-A496 4.0 CARPENTRY 4.1 ROUCH CARPENTRY ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND: 1985 UNIFORM BUILDING CODE (UBC), AS•AMENDED AND ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 318; A.I.S.C. 8TH EDITION; AND A.I.T'.C. 2ND EDITION. 1.2 DESIGN CRITERIA A. LOADS ALL 2x FRAMING LUMBER SHALL BE STUD GRADE HEM -FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE DRIED (SD). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS SHOWN BELOW LIVE LOADS ROOF (SNOW) EXIT FACILITIES BALCONI ES FLOOR CLASSROOM B. LATERAL LOADS: 25 PSI 100 PSF 60 PSF 40 PSF 2x & 3x STUDS - STUD GRADE HEM-FIR 2x JOISTS - #2 HEM -FIR 4 x 4 & 4 x 6 COLUMNS - #1 DOUGLAS FIR 6x HEADERS - #1 DOUGLAS FIR 4x HEADERS - #2 HEM -FIR 5.2 SUBMITTALS BEFORE ANY PILES ARE PLACED, CERTIFICATION SHALL BE REQUIRED THAT THE HIGH STRENGTH GROUT MIX MEETS THE REQUIRED 3,000 PSI COMPRESSIVE STRENGTH. 5.3 HIGH STRENGTH GROUT MIX ALL EXPOSED MATERIALS. OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 4.2 TJI FRAMING ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION- OF THE FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. 1. WIND: EXPOSURE R, BASIC WIND SPEED = 80 M.P.H., PER UBC 2. SEISMIC - ZONE 3 PER UBC ZICKSW Z =C.75 K =1.33 CxS =.14 1 =1.0 V.0.14W (DL OF STRUCTURE) 1.3 SOIL DATA ALL HANGERS AND REQUIRED WEB STIFFENERS SHALL BE AS REQUIRED PER TJI VENDOR. WHERE THE VENDOR REQUIRES 2 SPAN CONTINUOUS FRAMING TO HAVE THE TOP CHORD CUT AT THE INTERMEDIATE SUPPORT THE ENGINEER SHALL BE NOTIFIED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE ASTM A -307. B. WASHERS SHALL BE MALLEABLE IRON WASHERS(M1W). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. SOIL BEARING PRESSURE 2000 PSF. 16" DIAMETER PILES CAPACITY PER SOILS REPORT = 30 TONS. ALLOW 33 -1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. ASSUME EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE 30 PCF AND 300 PCF RESPECTIVELY. 1.4 SHOP DRAWINGS SHEARWALL COMPOSITION TABLE MARK -- WALL TYPE DESIGNATION -- LOCATION 3RD FLOOR 2ND FLOOR 1ST FLOOR a= =a = = =anal, =s=S= O,Ca===!Q=7= 1210, = ===WRD MII == =,fit == ==== =Mies91fw as,nm =at,aiJt>e, = ===r* a.0 =p dtia 5 6 7 EXTERIOR WALL 5 7 2 EXTERIOR WALL 1 2 2 INTERIOR WALL 3 3 PARTY WALL 3 4 PARTY WALI, 5 5 INTERIOR OR EXTERIOR WALL 6 2 INTERIOR OR EXTERIOR WALL THE GROUT USED TO FILL THE AUGERED HOLES SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, MINERAL FILLER, FLUIDFIER, FINE AGGREGATE AND WATER SO PROPORTIONED AND MIXED AS TO PROVIDE A GROUT CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE PUMPED WITHOUT DIFFICULTY AND WHICH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. THE MATERIALS SHALL BE SO PROPORTIONED AS TO PROVIDE A HARDENED GROUT HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. A. PORTLAND CEMENT SHALL CONFORM TO ASTM STANDARD C150 AND SHALL BE TYPE 1 CEMENT UNLESS OTHERWISE APPROVED BY THE OWNER. B. MINERAL FILLER SHALL BE FINELY POWDERED SILICEOUS MATERIAL WHICH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OP HYDRATION OP PORTLAND TLAND %_ 1I N'E'. C. FLUIDIFIER SHALL BE A COMPOUND POSSESSING CHARACTERISTICS WHICH WILL INCREASE THE FLOWABILITY OF THE MIXTURE, ASSIST IN THE DISPERSAL OF CEMENT GRAINS, AND NEUTRALIZE THE SETTING SHRINKAGE OF THE HIGH - STRENGTH CEMENT MORTAR (INTERIAD AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO, MEETS THESE SPECIFICATIONS.). D. FINE AGGREGATE SHALL BE STANDARD C33. IT SHALL BE A FINENESS MODULUS BETWEEN SAND MEETING REQUIREMENTS OF ASTM WELL GRADED FROM FINE TO COARSE WITH 1.30 AND 3.40. E. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM STANDARD A615, GRADE 60 - MAIN REINFORCING AND ASTM S'T'ANDARD A615 -40 - 'TIES. F. WATER SHALL BE FRESH, CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, ORGANIC MATERIALS, OR OTHER SUBSTANCES. 5.4 GROUT PUMP E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER ICBO APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. NOTES: GROUT PUMP SHALL. BE A POSITIVE DISPLACEMENT PUMP CAPABLE; OF DEVELOPING A PRESSURE AT THE PUMP UP TO 350 PSI. THE PUMP SHALL BE CALIBRATED BY AN APPROVED METHOD TO VERIFY THE ACCURACY OF THE INDICATED DISCHARGE. CALIBRATION SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER. ALL OIL OR OTHER RUST INHIBITORS SHALT. BE REMOVED FROM MIXING DRUMS AND PRESSURE GROUT PUMPS. 3 3 5 5 1) SEE ARCHITECTURAL FLOOR PLANS FOR SHEARWALL LOCATIONS. UNLESS OTHERWISE NOTED ON THE PLANS SHEARWALL MARKS SHALL TYPICALLY BE: EXTERIOR SHEARWALLS TO BE MARK "F" INTERIOR SHEARWALLS TO BE MARK "F" PARTY SHEARWALLS TO BE MARK "D" 2) 3) 4) ROOF DIAPHRAGM: 1/2" PW (PI tt 32/16, W /1Od @ 6" oc @ SUPPORTED @ 10" oc @ FIELD. EDGES AND FLOOR DIAPHRAGM: 3/4" PW (PI 48/24), W10d @ 6" oc @ PANEL EDGES AND @ 10" oc @ FIELD. TYPICAL NAILS: 5/8" GWB - 6d COOLER NAILS. 1/2" GSB - #11 GA. x 1••3/4" - 7/16" DIAMOND HEAD POINT, GALVANIZED. ALL NAILING APPLIES TO ALL PLATES, STUDS, AND BLOCKING. TYPE SHEARWALL COMPOSITION TABLE COMPOSITION 16d PLATE TO PLATE SIMPSON 1/2" DIAM. A24 ANCH. BOLT ___ = = = =_ _====== a = ===.= ==a= = = = =:r =v.r: =- r_ = = =;an t rsa= === = === .____ -_ .. r_nm = = = = = =u : =a 1 1/2" PW EXT. W /10d 2 6" oc PANEL EDGES AND 12" oc @ FIELD, BLOCKED. *2 1/2" PW EXT. W /1Od @ 4" oc @ PANEL EDGES AND 12" oc @ FIELD, BLOCKED. ..) AUGER SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO ARCHITECT /ENGINEER FOR THE FOLLOWING: 4.4 MINIMUM NAILING - PER 1982 UBC TABLE 025 -Q I. REINFORCING STEEL DO NOT FABRICATE PRIOR TO ARCHITECT'S /ENGINEER'S APPROVAL. 2.0 SITE WORK 2.1 EXCAVATION 4.5 PLYWOOD EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKFILL AND COMPACTION (SEE SOILS REPORT BY GEOTECHNICAL SERVICES, JUNE 24, 1987 /AND ADDENDUM LETTER FEBRUARY 19, 1988) BACKFILL SHALL NOT DE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T -180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL. 2.3 INSPECTION A LICENSED SOILS ENGINEER SHALL BE RETAINED FOR EXCAVATION INSPECTION PER SOILS REPORT. 3.0 CONCRETE 3.1 GENERAL. ALL CONCRETE• SHALL BE HARD ROCK CONCRETE MEF.TTNG REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE ", PER ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI 301. PLACE CONCRETE PER ACI -304 AND CONFORM TO ACI- 604(306) WINTER CONCRETING AND ACI - 605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POUR3NG. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM IRREGULARITIES. 3.2 STRENGTH TWO -,EIGHT DAY COMPRESSIVE STRENGTHS SHALL E: EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL GRADING SHALL CONFORM TO PS 1. USE THICKNESS AND NAILING AS SHOWN ON THE DRAWINGS. ALL PLYWOOD SHALL BE C -D INTERIOR GRADE WITH EXTERIOR GLUE. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE THE FOLLOWING MINIMUM NAILING; PANEL EDGES 1Od AT 6" ON CENTER, INTERMEDIATE SUPPORT 10d AT 12" ON CENTER ON ROOF AND WALLS AND 10d AT 10" ON CENTER ON FLOORS. 4.6 GLUED - LAMINATED TIMBER AUGER SHALL BE CONTINUOUS - FLIGHT HOLLOW - SHAFT TYPE TO BE ROTATED INTO THE GROUND TO THE SPECIFIED PILE DEPTH. THE INFECTION OPENING IN THE AUGER SHAFT SHALL BE Al' THE BOTTOM OF THE AUGER HEAD BELOW THE CUTTING TEETH. THE AUGER SHALL BE MOUNTED IN A MANNER THAT WILL INSURE THE ACCURATE ALIGNMENT OF THE AUGER- FLIGHT AT ALL TIMES DURING THE AUGERING OPERATION. LEADS SHALL, BE ARRANGED IN A MANNER THAT WILL PREVENT THE TWISTING OF THE LEADS ABOUT THE AUGER AXIS. 5.6 PLACEMENT 0 5,,,,_ 04 ��ld 7 GRADE B • : 2000 PSI; MAX. •MP 3" (UNSUPERVISED) E•' - ----7 AUGERCAST PI 3000 P , MAX. SLUMP 3" (SUPERVISED)* BEAMS,WALLS, COLU 3000 PSI; MAX. SLUMP 4" (SUPERRVISED)* SLABS ON- GRADE" i0 PS , X. SLUMP 3" (UNSUPERVISED) FOOTINGS, AINING WALLS: 00 PSI; MAX. SLUMP 4" (SUPERV ' )* MPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITII IS TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT ARCING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN. 3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. mE.A1-1 r512 1.1e24 L2601 ALL STRUCTURAL GLUED - LAMINATED TIMBER, MATERIALS. MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.S.56 "STRUCTURAL GLUED LAMINATED TIMBER ", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 22F -V4 (SIMPLE SPAN) OR 22F -V8 (CAN'T'ILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P,S. 56. ARCHES SHALL BE COMBINATION 24F -V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 AUGER- PLACED CONCRETE PILES 5.1 QUALITY ASSURANCE A. EXPERIENCE: THE AUGER- PILING CONTRACTOR WILL BE REQUIRED TO SUBMIT EVIDENCE THAT HE HAS BEEN ENGAGED IN THE SUCCESSFUL INSTALLATION OF AUGER- PLACED PILES FOR AT LEAST TWO YEARS. B. INSPECTION: ALL PILING INSTALLATION WORK WILL BE SUPERVISED AND INSPECTED BY THE OWNER'S REPRESENTATIVE. THE FACT THAT OWNER HAS A REPRESENTATIVE ON THE JOB IN NO WAY RELIEVES CONTRACTOR OF THE COMPLETE RESPONSIBILITY OF FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL ASSIST THE OWNER'S REPRESENTATIVE IN MAKING LOCATION CHECKS OR OTHER FIELD CHECKS DEEMED APPROPRIATE. ALL PILING NOT IN CONFORMANCE WITH THESE SPECIFICATIONS MAY BE REJECTED BY THE OWNER AND THE COST OF REMOVAL AND /OR REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR. C. ALLOWABLE TOLERANCE: ALL PILES SHALL BE PLACED WITH A VARIATION OF NOT MORE THAN ONE- QUARTER INCH PER FOOT OF PILE LENGTH FROM THE VERTICAL OR 3/12 BATTER PILES AS INDICATED ON THE DRAWINGS. TOP OF FINISHED PILE SHALL, BE WITHIN 3 INCHES OF THE LOCATION INDICATED ON THE DRAWINGS. ANY PILE, THE FINAL POSITION OF WHICH DEVIATES MORE THAN THE LIMITS SPECIFIED, MAY BE REJECTED BY THE OWNER AND THE COST OF APPROVED REMEDIAL MEASURES SHALL BE BORNE BY THE CONTRACTOR. A AUGER- PLACED PILES SHALL BE FORMED BY THE ROTATION OF A CONTINUOUS FLIGHT HOLLOW -SHAFT AUGER INTO THE GROUND TO THE SPECIFIED PILE DEPTH. GROUT SHALL THEN BE INTO THE GROUND TO THE SPECIFIED PILE DEPTH. GROUT SHALL THEN BE INJECTED THROUGH THE AUGER SHAFT AS THE AUGER IS BEING WITHDRAWN IN SUCH A WAY AS TO EXERT REMOVING PRESSURE ON THE WITHDRAWING EAR'T'H- FILLED AUGER AS WELL A LATERAL PRESSURE ON THE SOIL SURROUNDING THE GROUT- FILLED PILE HOLE. B ALL MATERIALS SHALL BE ACCURATELY MEASURED BY VOLUME OR BY WEIGHT AS THEY ARE FED TO THE MIXER. THE ORDER OF PLACING THE MATERIALS IN THE MIXER SHALL BE AS FOLLOWS: (1) WATER, (2) FLUIDIFIER, AND (3) OTHER SOLIDS IN ORDER OF INCREASING PARTICLE SIZE. THE MINIMUM INSIDE DIAMETER OF THE HOLLOW SIIAF'1• OF THE AUGER FLIGHT SHALL BE 1-1/4 INCHES. GROUT INJECTION EQUIPMENT SHALL BE PROVIDED WITH A GROUT PRESSURE GAGE IN CLEAR VIEW OF THE EQUIPMENT OPERATOR. RATE OF GROUT INJECTION AND RATE OF AUGER WITHDRAWAL FROM THE SOIL. SHALL BE SO COORDINATED AS TO MAINTAIN AT ALL TIMES A POSITIVE PRESSURE ON THIS GAGE WHICH WILL, IN TURN, INDICATE THE EXISTENCE OF A "REMOVING PRESSURE" ON THE BOTTOM OF THE AUGERFLIGHT. MAGNITUDE OF THIS PRESSURE AND PERFORMANCE OF OTHER AUGERING AND GROUTING PROCEDURES, SUCH AS RATE OF AUGERING, RATE OF GROUT INJECTION, AND CONTROL OF GROUT RETURN AROUND THE AUGERF'LIGNT (WHICH ARE DEPENDENT ON SOIL CONDITIONS AND EQUIPMENT CAPABILITY) SHALL BE AT THE OPTION OF THE CONTRACTOR, SUBJECT TO APPROVAL OF JOIE OWNER. THE AUGER HOISTING EQUIPMENT SHALL BE CAPABLE OF WITHDRAWING THE AUGER SMOOTHLY AND AT A CONSTANT RATE. C A VOLUME MEASURING DEVICE SHALL BE PROVIDED TO ACCURATELY KEEP TRACK OF THE AMOUNT OF GROUT PLACED IN EACH HOLE AND ACCESS TO THE READING OF THIS MUST BE READILY AVAILABLE TO THE OWNER'S REPRESENTATIVE DURING THE PLACING OPERATION. THE MINIMUM VOLUME OF GROUT PLACED IN THE HOLE SHALL BE AT LEAST 115 PERCENT OF THE NOMINAL VOLUME OF THE HOLE. D IMMEDIATELY UPON COMPLETION OF PLACEMENT OF GROUT, PRE - TIED REINFORCEMENT AS DETAILED ON THE DRAWINGS, SHALL BE INSERTED INTO THE GROUT SO AS TO BE LOCATED AS CLOSE AS PRACTICABLE TO THE DESIGN LOCATION. 5.7 PILE LENGTH PILE LENGTHS FOR BIDDING SHALL BE AS SHOWN IN THE SOILS REPORT. IF, IN THE OPINION OF THE OWNER OR HIS REPRESENTATIVE, THE PILE LENGTH DOES NOT PENETRATE INTO THE SAME MATERIAL SHOWN IN THE SOIL EXPLORATION, THE CONTRACTOR SHALL BE DIRECTED TO CONTINUE DRILLING TO A SATISFACTORY DEPTH. ADD OR DEDUCT PRICE AS BID BY THE CONTRACTOR. PAYMENT FOR PILES SHALL BE BASEL) ON THE LENGTH OF COMPLETED PILE. NO ADDITIONAL PAYMENT WILL BE MADE FOR CUTTING OFF PILES, FOR ANY POR'T'ION OF A PILE REMAINING ABOVE CUT -OFF ELEVATION, OR FOR DAMAGED OR REJECTED PILES. 5.8 SPECIAL INSPECTION: A LICENSED SOILS ENGINEER SHALL BE RETAINED FOR CONTINUOUS INSPECTION OF ALL AUGER PLACED PILE CONSTRUCTION. 6.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO M. ;- ANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL ENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. 3 4 5 5/8 GWB (1) SIDE W /TYPICAL NAILING @ 7" oc 5/8 GWB (1) SIDE W /TYPICAL NAILING @ 4" cc 5/8 GWB EACH SIDE OR 5/8" GWB INT. & 1/2" GSB EXT. W /TYPICAL NAILING 7" oc UNBLOCKED 6" oc 16" oc 32" oc 3" oc 12" oc 16" oc 14" oc 12" oc 8" oc 6 5/8 GWB EACH SIDE OR 5/8" GWB INT. 8" oc & 1/2" GSB EXT. W /TYPICAL NAILING @ 4" oc UNBLOCKED 7 5/8" GWB EACH SIDE OR 1/2" GSB EXT AND 5/8" GWB INT. W /TYPICAL NAILING @ 4" oc BLOCKED. 6" oc *NOTE: WHERE "PW" IS REQUIRED, APPLY 5/8" GWB OVER. Mark A. Anderson & Associates August 16, 19438 Mr. Duane Griffin Building Official 6200 South. Center Blvd. Tukwila, WA 98188 Re: 54 Unit Apartment Complex for Gencor @5700 Southcenter Blvd, Tukwila, Wa. Our Project #88020 Mr. Griffin: 32" oc 32" oc 32" oc 32" oc 16" oc oc 48" oc 48" oc 48" cc 32" oc Per your request in our phone conversation August 15, 1988, we have reviewed our structural calculations and plans concerning Section 3.2 of the structural notes for the subject building. This section may read as follows: 3.2 Strength The twenty -eight day concrete compressive strengths shall be: Grade Beams: 2000 PSI; Max. Slump 3" (unsupervised) Wail Footings & Stem Walls (4' -0" & Less in Height): 2000 PSI; Max. Slump 3" (unsupervised) Augercast Piles: 3000 PSI; Max. Slump 4" (supervised) Slabs On- Grade: 2500 PSI; Max. Slump 3" (unsupervised) Retaining Walls & Retaining Wall Footings: 3000 PSI; Max. Slump 4" (supervised) These slumps may be increased if a proper. addition of pozzolith is added to allow higher slump and greater workability without changing the water content of the original mix design. Should you have any questions, please feel free to call. Sincerely, MARK ANDERSON & ASSOCIATES z Dean Peyton, P.E. DP :at cc: Steve Friedman CITY OF TUKWILA APPROVED JUN 8O alb ARENeARNEMEAAREANAORREEE .r°t..�arx'.� ?iF } . ""�:+...: - ...v, {R!a.:,rlY.,54i � "• ". S w,:: t,�.r�'�"'. r ':t2,.? 4 rSy +;ht f ..i°c"7JF.7 .`LARNE- -1 MARK A. ANDERSON r fj�� Y=�''�: • . � > �., �7`. . ,, . , � ,. rx.'r,: , ,, . _ � r, �tY. -�' f -. :c1 � ,.�,? r v,' [ " I l D Y r r 7232 Interlooken Dr. S.W. Tacoma, WA 98499 (206)581-7043 Structural Engineering 304 t'Aoin Ave. S.. Suite 300 Renton WA 98055 (206) 235 -6690 S!ON Conseil /fits ?3?. :�'>`y.. - i2'l•lr,rr ::Wes ;Y•s.�!n..`:f ` !• t. �?h' �r•.,...<,.'"' �•",..`' ifis t' eK.. �'-` .'Kf,°�•'.7':1,.- '.'�"'su'`fi?e" �'.f%,.t.�r.,:':'J? ...N 'r, n N f f IIIiI,1.1. Tl"i I 1iNifi • . Ir.'�.III I .L.lr i.I,+llIIll I�i Ilh:. I~ill I.I.:. I I II.I:. I I�.. Ir l i �II'•ia.: ' Ilii...il:,� � l IIIh •L ILr , I I , .. �I IIII II I II iI IiII IIli II`I; Ii I II�II I Ali• I I I ;I..I 1Ili 1III1Lii1Ili1lll1ili 1 •. y .7' l ! 4 _ 7 8 ... ✓ 10 / 11 MADEINGFRMANV 12 TE:' If the microfihmed document is less dear than this , •, dot e, it as due to the quali•ty of the original document �+��yy . -,.ti rs . r- .:r3�+w..+'rP..,.,axx+rs,.:.- m... ,,. kNr., :int .r.w,�fi�:�a: . „dery r�W OE, 6e' : e LL 9Z SL 7Z £f. n Z `'VG 'Ii1.,w,,;... .1.. ,.2,1. �Jl Oil 'Cr "'"Zr- 1 III Vi 6 E�3 L 9 s '7 E; Z L U IIII!! 11! II !!IiIIIIIIIIIIIIIIII!IIIII(!I! HITS!! III 1111!I! IIIUIIIlI, Il 1l IIIIIII11111IIII11lII11lIIIIIIIIIII1111 ill► IIIIIIIIIIIIIIIlIIIIII11I111lI1I !! 11111TH IIIIIIlIIiIIIIII!IiIIIIIIIlIl! 11111111 1IIHlllll I1I1l1THIII 11UIIIIIIlIIIII !!MIII!I!IIIII!IIIIIII12III!! I!IIIIIIIIIIlII4fll,111LI JF k.V. 3 K MARK A. ANDERSON, PE, SE FJIDSETONLYI : THESE DBAWJP'G$ tAfU still•Y CT TSB firots# 1 6 .i. I!•. ,'•. lil :I 3'',� >iI!` +'. [4 i� :� ;}:�7" f S T r•:c. THE COMPLETE ae O cn 4° CONC. SLAB ON GRADE W/ #4 0 12"0.C. SHORT DIRECTION AND III o 18 °O.C. LONG DIRECTION (TYP o 2 LOC.) 8" N 01 : 0. WAIL. 3/5j Ei c Ft •2ii WALL 't)ETAI L is pER tt rAIL 1/rS5 8' -3" i. C.' -4" 6'• -4" L 8' -3" 6' -6" 6' -4" _ 13'-4" ' " I 4 t 0) 12' -9" —(2)— /4x36' 0 45 DEC. (TO�C)ORNER 1 '^R 0 OF GRADE BM. 0 1:1 n x 3' 0 Wia- # �' • (TYPICAL (4) LOCATIONS W CO 33 TON EMR MENT REVD THIS se1ER ONLY CHAMFER EDGE • GRADE BM. 0 1:1 g I 'SS Fo I I I I I - I �!�. :. •.4. I '14eAsb I i<' 1• I I ! 1 r-- -- -- - ---1 ; ! 8'.,< : '0- { I INr.F "(YP•I l -,HOLdki Ii / `_ C r -- — _-- - — _� I 1 1 woov t '( I bCAILr► I I I ALL FLR. FRAMINe SHOWN IS 2x10 1 0 16'0.C.(TYP I, 1 I 51 g L a No.o .4. r I. I z l �� I I I 1 I I !��/ I I ? a \ 1 -- 1. i ( b ' -0° CANTL. PROJ. I ! U 1 6"x24N1.--0° CONC. I l I BAR REINF.WPER 0 TE R6 � I I BEAM 'E' I I i ►''I ! I';!I I (� /� .4 I TYP I • SIM N BEAM'B' BEAM'B' 1 0 CANTt_ PROJ. USE 6"x24 "x1' -0° CONC. BM. PROJ. W /CORNER BAR RE]NF. PER DET. 6/S1 12' -4" ALT =R SCALE: 1/8"=1'-0" \AT 1'. (1.WfIERE DETAILS REFc ".RENCE SHEET S -1 ALL AU .ERCAST PILES AS INDICATED SHALL BE REPLACED WITH PIERS PER DETAIL 3/ S 5C,; (z) SEAM ''A" REFERS To GRADE BEAM RBI IMF SEE SI-IT. S1 DETAI L 951 -4" PIER AND. F FOUND. PLAN BLDG. A SI VICAR EXCEPT FOR WEST STAI roK PE -1"AIL C/ILLbUTS DVE • 17R, MI. g1`1D 70)4Y I,JA ARCH HT` A- 9 1.000D FALL p0< AIR Lk H mET A -`9 (z) LAYERS 30' FELT t5TWN STUD f. CONC. WALL rYR SIMP;ON 38L FROM EA PONY WALL [� lb FOUNDATION '\,VAL L (j)._ I CoN`T - I N { NT: a'x 241$Q F1 cr. 11 24'1 : Id 4 x a4" ABOVC rrrz _ s GJ /. r! Apbrf DI\I + 1 NE 7/I`7�r 4'R. �M. t-- K r DE L 5 /Si �,/ L CI.1Z c'1 4- OUTSIDE FACE OF ,•1A BLDG. C DN f♦' CL No1"E: us; WAIL. 1//si Exer '11tA1- (A)A LI- DETAIL PETNL 1. /5 15' -0" 8` -3" 6' -4" (2)— #4x36° 0 45 DEG. TO CORNER 4" EXT. CONC. SLAB ON GRADE W /#4 0 12 °O.C. SHORT DIRECTION AND DIR CTION •C. LONG An2 spir 8' f DN (-JAL L P I,3HoRE �EIOI��N c EAT- LOCATE bbL. JOIST UNDER INTERIOR N%NC±ARIN( - - bF1Et iIA)ALL MID PROVIDE _ - . 3 SIM P ON. TNRII (2) i ND JALL EflI c EA END OF GALL ABOVE (3) WALL LOCATION �.-)1 ts.4 ( �N N� ,-, I (DT) °¢ d I OUTSIDE FACE —1{ OF GRADE BM. 5' -2" 95-7" 15' -6" 5' -2" 9' -9„ 6' -4" 47'— 4" 1 9' -7)1 I 15'— 6' 0 0 co cc 2 0 4' -10" 16"95 PIER F'ER pE1M 3/s5 1 5' -11" ALTERNATE PIER ADD FIG. 1-f;; FOUND. PLAN -BLDG. B SCALE: 1/8"=1'— 0" lcO1D1E. QM, ni.A'ftotst Fog Ot41)6g tl�oft, Aest Pee. ' . -2 6IG' c, ( ixz4 .! lizootve 1 Access OPEAINCI wre) 4 RAvE VEKr #`3 TI Es C(= 4', oe o St1;'Ppi I E ON I- pAsHrp LINE. INDICATES LoAt� Dis RI�.r;LITIa i r,E:R _ SOIL EN INI:I:P\ GAF'ACJTY EUALS 2_() KSF GENTRY LOCATIOM3 SEE 1/S1 FOR FLOOR L S I i� ' N U �..pK. M 1 '' Eta �NAIC LilL�lfi� PROTECTION DETAILAcAINST RAISED GRADE 4: EXT. SLAB ARCH Q. �M • -(or f OT OF /8ONOTUBE SEE ARC I-t SHFET r \. / -ci FoR SHF 1\R WALL UAW OUTS 4 A r I ..3n& LR , ,. ALL E IEK E>EARINC 2'- 6„ LOCATIONS SHALL BE: .'"''r:Y'''' "t:mS:[:, •••h3FKLV.*::, J 'l "::::i. %1.4.. ,e7"1.9i CON1ft.JUALL'( INSPECTED BY A LICENSED SOIL ECjNR' 4 CANT: - 4 ffaRIZ e10 "nC (2) - 44 CONT /ArYRT & Ail cio ° r_1 a o ks (X) W7' CO : vi J "CLR ALL SP REPO FO()TIHq hE.ARI N CAPACITIES TO BE ±NSPEC.T [D f Y A LICENSED SOILS ENC K. TO PROVIDE A MINIMUM 2.000 PSF AL6 eXcA ti4poiVAS Fon Flag 6144a TAE ' T(F/ ar) VolVE 6otis I+Ftict1 #7EEI& AS To TOE a /Ci of t E EE 21, A .43 6 - vocomeltivarom d9tAtt 1 ,4$p ro*2. leetiew • ..,.- :- c..WS..f'.,.c, �rf<x,ra;"; }' T + 1w .'fiip+r.!a:�,d`.�?A,''S�i "'.fii : • ',' :w., '" V.r43y!! rr*:... .rwr : s irk: f.. aSf!1Se 53: F4 T E M. '31 a,f 4.v �r L k—%—.--.-f— ; P-.., NA t?oT :--T L -r RovINE. ApDIT otx.AL cip° EL '. ) sT `L ELTLJNI 4 RA E B4'i. EXT. EDN. WALL rER >%ETA IL. &/.C1- tkl -KKE cf.R. .M. FAI ` =T5 CITY OF TUKWIIA APPROVED SEP 261 MARK A. ANDERSON & ASSOCIATES Structural Engineerin La test 581-7043 (206) 235 -6690 LO V'V' CO OD 0) 0) 7232 INTERLAAKEN DRIVE SW 304 MAIN AVENUE SOUTH, SUITE 300 Vv.? V Consuftdes 146 'aNEeT OBSOLZTE 1s6 OF lsJ04 89 R i5�� Ca'rACHEI ��:N.. -� J" "- .:','.Y�.�d�'/�trr�`�rE,r..t� �".5.�.• •- :�2'?'Fe:'. ..�,I�:r;xx2lo„�= '�rY++'_ V�::..,...a. :4rrv.� te. • lilt ,hl. LlI .ILIIlIIIi.,�I .I�:i.l�il.' .iIILli'.i- Il`.II., III Iil'IIL'IIIII'1ILIII IIII IL�I .. I�. isI: 1'. I. 1., I.f- I.II.II.LI:.I,iil.lIIIIi1lI II.i i11iI1:i�I.III III.Ilill_1III''Ii I�.I IjIIIIIIIIIIIILIIIIIIII ,1111!1 I I I 1 I I I I 9 1 C) 11 MAI(1I(EHN.ulY 12 O 16TH'.IN(U 1 2 ;3 ' 4 .. 5 •. 6 .. 7 8. If the microfilmed .docunie'tt is less clear than this r . °ft> 1e, ,t is due to the quality of the ��riginal. document, hr 11G GL ye se 7z Ec r. r ` e; Uf: �� .�, - �i ....< s3f �,t �t .,;�� +,� El ZIt lE �[.J � � -� cfj � s >:: z IIIIIIII!II?Ill1111 IIII I !II!IIIIIII! !!!! 111111; i,'1!!! IIl fII !IIIiIIIIIIIIIIIIIiIIIIIIIIIIII !111111 IIIII! IIII! IIII{ IIIIIIIIIIIIIIIIII !IIIIIIIIII!IIIIIIIl111111!III{ VIII! IIIIIIIIIIII !iIIIIIIIIIIillllllll!IIL!III!L III! VIII !Ifl!III�!II!I!IIIIIIi{iIIIIIIl IIIII! IIIIIIIIIIIIIII {IllIII!IIII!II{I;ILlI I I I I 1 1 1 . I I 1 I wooer N�{ I ► I I I I ALL FIR. FRAMING I SHOWN 2x10 I 16'O,C. (TYP) 1 I ! 1 ■ ; ►(111 1 • I. 1 141 14,1 ! i! • ' K M I I !��/ I I ? 1 ! I 4 ! \ 1 -- 1. i ( b ' -0° CANTL. PROJ. I ! U 1 6"x24N1.--0° CONC. I l I BAR REINF.WPER 0 TE R6 � I I BEAM 'E' I �1.1 — - i I I I I BEAM 'E' I I S� I I TYP S 1 I I BEAM 'E'! MINIIIIIIIIIIIIIII 5' -2" 95-7" 15' -6" 5' -2" 9' -9„ 6' -4" 47'— 4" 1 9' -7)1 I 15'— 6' 0 0 co cc 2 0 4' -10" 16"95 PIER F'ER pE1M 3/s5 1 5' -11" ALTERNATE PIER ADD FIG. 1-f;; FOUND. PLAN -BLDG. B SCALE: 1/8"=1'— 0" lcO1D1E. QM, ni.A'ftotst Fog Ot41)6g tl�oft, Aest Pee. ' . -2 6IG' c, ( ixz4 .! lizootve 1 Access OPEAINCI wre) 4 RAvE VEKr #`3 TI Es C(= 4', oe o St1;'Ppi I E ON I- pAsHrp LINE. INDICATES LoAt� Dis RI�.r;LITIa i r,E:R _ SOIL EN INI:I:P\ GAF'ACJTY EUALS 2_() KSF GENTRY LOCATIOM3 SEE 1/S1 FOR FLOOR L S I i� ' N U �..pK. M 1 '' Eta �NAIC LilL�lfi� PROTECTION DETAILAcAINST RAISED GRADE 4: EXT. SLAB ARCH Q. �M • -(or f OT OF /8ONOTUBE SEE ARC I-t SHFET r \. / -ci FoR SHF 1\R WALL UAW OUTS 4 A r I ..3n& LR , ,. ALL E IEK E>EARINC 2'- 6„ LOCATIONS SHALL BE: .'"''r:Y'''' "t:mS:[:, •••h3FKLV.*::, J 'l "::::i. %1.4.. ,e7"1.9i CON1ft.JUALL'( INSPECTED BY A LICENSED SOIL ECjNR' 4 CANT: - 4 ffaRIZ e10 "nC (2) - 44 CONT /ArYRT & Ail cio ° r_1 a o ks (X) W7' CO : vi J "CLR ALL SP REPO FO()TIHq hE.ARI N CAPACITIES TO BE ±NSPEC.T [D f Y A LICENSED SOILS ENC K. TO PROVIDE A MINIMUM 2.000 PSF AL6 eXcA ti4poiVAS Fon Flag 6144a TAE ' T(F/ ar) VolVE 6otis I+Ftict1 #7EEI& AS To TOE a /Ci of t E EE 21, A .43 6 - vocomeltivarom d9tAtt 1 ,4$p ro*2. leetiew • ..,.- :- c..WS..f'.,.c, �rf<x,ra;"; }' T + 1w .'fiip+r.!a:�,d`.�?A,''S�i "'.fii : • ',' :w., '" V.r43y!! rr*:... .rwr : s irk: f.. aSf!1Se 53: F4 T E M. '31 a,f 4.v �r L k—%—.--.-f— ; P-.., NA t?oT :--T L -r RovINE. ApDIT otx.AL cip° EL '. ) sT `L ELTLJNI 4 RA E B4'i. EXT. EDN. WALL rER >%ETA IL. &/.C1- tkl -KKE cf.R. .M. FAI ` =T5 CITY OF TUKWIIA APPROVED SEP 261 MARK A. ANDERSON & ASSOCIATES Structural Engineerin La test 581-7043 (206) 235 -6690 LO V'V' CO OD 0) 0) 7232 INTERLAAKEN DRIVE SW 304 MAIN AVENUE SOUTH, SUITE 300 Vv.? V Consuftdes 146 'aNEeT OBSOLZTE 1s6 OF lsJ04 89 R i5�� Ca'rACHEI ��:N.. -� J" "- .:','.Y�.�d�'/�trr�`�rE,r..t� �".5.�.• •- :�2'?'Fe:'. ..�,I�:r;xx2lo„�= '�rY++'_ V�::..,...a. :4rrv.� te. • lilt ,hl. LlI .ILIIlIIIi.,�I .I�:i.l�il.' .iIILli'.i- Il`.II., III Iil'IIL'IIIII'1ILIII IIII IL�I .. I�. isI: 1'. I. 1., I.f- I.II.II.LI:.I,iil.lIIIIi1lI II.i i11iI1:i�I.III III.Ilill_1III''Ii I�.I IjIIIIIIIIIIIILIIIIIIII ,1111!1 I I I 1 I I I I 9 1 C) 11 MAI(1I(EHN.ulY 12 O 16TH'.IN(U 1 2 ;3 ' 4 .. 5 •. 6 .. 7 8. If the microfilmed .docunie'tt is less clear than this r . °ft> 1e, ,t is due to the quality of the ��riginal. document, hr 11G GL ye se 7z Ec r. r ` e; Uf: �� .�, - �i ....< s3f �,t �t .,;�� +,� El ZIt lE �[.J � � -� cfj � s >:: z IIIIIIII!II?Ill1111 IIII I !II!IIIIIII! !!!! 111111; i,'1!!! IIl fII !IIIiIIIIIIIIIIIIIiIIIIIIIIIIII !111111 IIIII! IIII! IIII{ IIIIIIIIIIIIIIIIII !IIIIIIIIII!IIIIIIIl111111!III{ VIII! IIIIIIIIIIII !iIIIIIIIIIIillllllll!IIL!III!L III! VIII !Ifl!III�!II!I!IIIIIIi{iIIIIIIl IIIII! IIIIIIIIIIIIIII {IllIII!IIII!II{I;ILlI TE LINE/ 117464 THE COMPL 8 "x3'0„ t . IAA ' ED IYPICAt. (4) LOCATIONS " k N oTl : USE Dow, I. psi Pr -THAT E4. ,t I.JALL D "AI L iS P .R beTA I L 47/s 5" 6' -4" 8' -3„ , -6' 6' -4" 4 6' -8" 13'— 4' CONC. SLAB ON GRADE W/ j4 0 12.O.C. SHORT DIRECTION AND p4 0 18.0.C. LONG D1REC110N (TYP 0 2 LOC.) 12' -9" x N F r -(2)- $4x36' O 45 DEG. TO CORNER (') 1-10-t>1 Llowr FeAMII.iG Fog 17EZV- 6' -6" $' -3" 4, 6' -4" 4,at 8" ca ALT SCALE: 1/8"=1'-0" SHIM BEAM'B' " 1Gx 0 6" 12' -2" St BEAM'B' a a m 6' -0„ 2 Si BEAM'B' a w m - OF GRADE BM. 0 1:1 3 IrrAIL - -(2)- 14x36" 0 45 DEG. TO CORNER (T'.) 12' -9 "_ *Nom: ust% P5-TAIL 1./Si F_)( ;f''r 1}tKf FJX1 i3LDCp. (A)AU PEfAI L," Is rK PEfN L £/s s- r kD1 c VE\ tLA"flOt, 1t`kD ER FLC�z, U 0756, 0.3 Ro (G) 1"1 EM iiRuP53.) .,NAD L AKEA 3 var 4 0A0 z �3. 33 TON EMB WENT REQ'D THIS PIER ONLY CHAMFER EDGE GRADE BM. 0 1:1 •U L,J m 4- BEAM'B' ' -6 'I 11' -6" 11' -6" " n 6x1 �. 8" n 12' -4" •t1 J I Iilrl- - 1 � iii S'X i Nr ,} 1 dA:c. RP E I i iI III I;I� 0 'o„ I I I I 1- I 1 AIL I I ALL FUR. FRAMIN ISHOWN IS 2x10 0 16'0.C.(TYP SIM (V -z .l< 4- its - 12' -8" " 6' -0" „ -I r- -.- 6' -0" 0 CANTL PROJ. USE- - 6•x24 "x1' -0" CONC. BM. PROJ. W /CORNER BAR REINF. PER DET. 6 /S1 11' -6" 11' -6" J 12' -2" 95' -4" -RN AT PIER A\D FTC. FOU \D. PLAN T o �(2oOtOE A1X11MUM t6 24 3ct Get, -Aci, -VO Q D E ?f 'Rope, 4e ?op-- U1c.761 -e-'15-1100 -BLDG. C ,4/' F•f' N ALL_ L.011 : _ BLDG. A SIVILAR EXCEPT FOR WEST STAIRWAY 4" EXT. CONC. SLAB ON GRADE W /$4 0 12.O.C. SHORT DIRECTION AND ¢4 0 10'O.C. LONG DIRECTION 8 "x1'4" rrp - 8" FDN G)AL L -nip. WHERE 5Flol.r`)N 6 EAT Lo 2\1' elLUE- L-*. 1 SAM 1 UNDER SEAIZIN 4*1 IAAL,1- I (D J�D D'rl .G7. v l GDE ? A..sar6 5 SM . 11-42-A7 Q(2 I�.•>` � I ,r I AO') ‘0,11-417.6014 o-(0) W-/4114* Lt " , ' I • G o (o1r -r t I�.I . ,tA• 8LL A&a l?4(P) 14-6 a) .4a.LL,.. -14, 1:4710. f--- +. OUTSIDE FACE --$ 4'(TYP) 2& G4•It4tt 11-t L K..-r F:410.111.14; OF GRADE WA. Fob OAK .ag�c..� --- ----- FP�•MIF tJ tiZ�\) V IOI4 I� �, 1 FD* D•L FLGL'�IZh of eUIL.Pi�CI S- vLJL' - ( j_! _ _ � ._� I rj DO 06-1 SCGl -1...v." A1 CAlT\t -c, ? I 1 {I 7 '� I i — — -- __ :1 V I I -Woo- I Ti'�I (' t: I (. ! 1 I I ' -SHOWN 2x100 0 I I I 16.O.C. (TYP) / I / I S ' Z lk 0' Nee' I I \0 VI (' •; , ,I, i t5) I 1 I I /a I !,>`'�'�4' I U� h 10\'' 1 p ►,,t� I - I El �s.11 I *11 GLS �I 11 ra 1 1 I 15 GI L-S el * I /e :1 i Gt-tt, - V ,d.f•f i a _ I i I I 'I3'I•% j . `I T 1 Fe2 -' u . fii; o• II t` IS-if -v "' .w i BEAM GL'• •:E - .• I ja r " I I 0 1' -Q' CANTL PROJ. I USE 6'x24'x1' -0' CONC. I BM. PROJ. W/ CORNER BAR;REINF. PER DET. 6 �.._ BEAM 'e,' I •. I 55 I BEAN I `I I t i. = ra0wrll�I�rlw i�iw* „ 9' -7" 15'-6' 5'-2" 1 9' -9" 1166' -4" 47' -4" 9' -7" 15'-6) 44' -10` " 1\-16"91 PIER PEI. DM 3/65 ALTERNATE PIER. AND FIG. FOUND. PLAN -BLDG. B SCALE: 1/8"==1'-0" *yd./ 1-I LrP,,.s -- --L4) 2v4- ?ELORI *V6I1 LS �- (I) 2144. l .S, C; WHERE DETAILS REFERENCE SHEET 8-1. ALL ALic,ERCAST PILES AS INDICATED SHALL PL P,EPLACED WITH PIERS PER DETA! L 3/S 5 (z ) BEAM ' A" REFERS T-�� C,RADE bEAN1 R l NF SEE GHT. 51. DETAILS FOR CALL'LJTIS Af5D.VE (g,.•, 'l\tL `lblA'i✓ OA LL... /\RC SHE A-61 t) oar) pot-1y LJFlLL 1>5K ARCH- sH A -9 (2.) LAYERS 30* FELT -WN STUD. If CONC. `J. /ALL TYP, SIMPSON 88L FROII EA POW( WALL E. TO FOUNDATION V/AL L i ----�` :rR BM , bovE tA)/ APbI1 �N RE1 N I✓ 6TWNt i// CPR. 5M. ----i DETAIL E /S1. 3,taR DoT OF e-SONOTUBE .SEE ARCH _SHUT A -9 F F StieAR WALL CALL_ OUTS (2..) *4. CoNf (2.)-0/1 now-' N iNT. ax7.4f.SQ F4'• 2,, (z) -- ''4x I,r- rWN rro P ASHE`P LINE INDiCATIS LaAtt IxsTRIBLITioIJ rE _ >I L eNCPINEI/R G.AF AC -IT`( rt I-IALS 2.0 I(SF ALL PIER UEARINC 2.'- 6„ LOCATIONS SHALL BE COI.ITINLIALLY INSPECTED BY A LICENSED SOIL: ECpNR. 3/ 3"CLR ALL SPREAD FOOTIWJ I3EARIN4 CAPACITIES TO f3E INSPECTED by A LICENSED SOILS E NCt� R. To PROVIDE A MINIMUM 20 0 PSF. FILE COPY (AL. excAuATIONS roe ?MP. IVSeMzu4ci tADIL `JE ! iFt6t) t 114E. So(LS i1 REs '' Aga To The u4- rE1r OF Lerme. of aZ hX 1 o stATA c3-1 t.t. % , A Wt t S t cC V ; v r;,�aailavore Pt.' tI II ' � Y1m 0 P 9 E •Q V� ' \ j �"- , ir0 4A�'� n Mn►w r MARK A. ANDERSON D; 1 • 7s a . a Ie sublcct to errors .c; plans does not caU;: ?:':. acd47. ptc :1 cede or Copy O appr ov: J By .-.:c,c approva are :zd approval of of any I� t D�off contractors Date OPIATES 4 E PE-raIL 2 Fe re / Gs.t,a...oL.stir I MMQI -I. 2Y2tx flti F1Zi W/ C?� L4 v.1 - GANTRY LOCATIONS @ �I� -- t�G SEE V91 FOR FLOOR � � �N�IC• LAS PROTECTION DETAIL AcAINST I RAISED BRA 'DE EXT, SLAB Y Ic, "c,C (2) -44 CONT r� • *4 AVERT. 1 ALT9O°�"� Hooks co 41' A if e.-/ 24q f ) r- 1'M &'T.ST•E -L rRoV TE. ADDITIONAL 90° EL` OIJ DEL �T'WN C RADA LXT. F'DN, WALL. 17EF. DETAIL 4/-51-t,, ERE 4R.5M. XIST5 R:A �' �yb:. �3' 7"i CITY OF TUKWIIA APPROVED B ILO NC DI i ISI f` 1771 f,s• JAN 18 1989 Structural En itieer /iig C»oisu /taiits 4...Gr. � G 'f • IIII �IIII IJIIIIIIIIIIIIIIIIIIIIIIIIIf IIII IjIJIjIIIIIIIIIIIIIIIII+IIIIIII 2 3 I f:., I'll III - L. LI. LI. IILI�i _I.i.II- i.j�1.I'II,I.I;i,ILIIL Liaj:�.l.i ii�IIII.IIiII.IIIIII.III1111 III III 'I11111I III 1II;�1111II IIII II� .. 5._ G 7 8 ErE:', If the microfilmed document is less clear than this 1e, it is due to the quality of the original dooument, t '.. ♦ G LZ 91 5Z +lL CZ n . ♦ ;ur.jy ...:.. n�d.,, ..YY '..wax.. R,. .. _.. B 1. 9 5 t ww 0 1111!1111II1111111I I i IIIII11111111I1I111II1IlI111111 ► 111111111111111111111111I11111111111111I1111111111111 1111111111111111l11111iI 11,1!11111111111I 1111111111 11111111111111111111111 II I11 1111111H1114 11111111 1111111111111111111111111111111111111,111 • *3 qqw di*c� • f . "A, ;•{s MARK A. ANDERSON, PE, SE 581 -7043 ro G cI (206) 235 -6690 2 0 Z < w 1i- CC 7232 INTERLAAKEN DRIVE SW ',h_ . ,!'-,. t:. . 3.x:•5..,.. _: �'4�•{r� ,. � :ric�"v'.�4.�r,�'e.F..:. >..,.:. Sc`'�1'_.9"',. e3.! i�r.....,.,..<.,., ��,_ :5...�#bAFili:�+7- .:..,:r_�;.,. 304 MAIN AVENUE SOUTH, SUITE 300