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HomeMy WebLinkAboutPermit B95-0219 - CALDWELL ROGERb95-0219 missing RECORD ROGER CALDWELL NO RECORD MISSING RECORD 1 i-...i3-- . J 2 , . C• . . . . . ? / ( • Ln 1 4ki . C AO ' 1 ; j5,. ,:' ' i . . ■ _ ... : , • C1 N LID A , 1111.. ' ( L ) 7 . ts- P , . cri , ' al ., 1 . / / W T L A ND I N- :Pi — RI is) Il-, ,;' , .. cn / . ..,...,, _•• ,..„,., :-_',7 . .: 7 45,, I 1 , • . • / e I . 1 ( ' in . p ), i - — ----- " ::.: ,.-., .::.,.,:'. 2 •-••• . , , ., j ,1 • // / - -----............ ......._, .K,.'•;ir:1:::: _ • . --...../ ---..\_____, r '':' : ""':'• I : 3 . I - • s i'.._-9:,i;;:i6i::: -)- ---,- -;("'---(-)-' c? , . Os 50. I'VE T LAND c) - iiil!1:::: i 4 \ --.‘ I B LI FE^ 7 ,, ,‹-(ci 4 s?37 0 F.:ii.;:::!1:111;11, . - 2 [ 4 -- -- - 1 4 i ' .e)f . - F''' iiP I , • __■........: E . \/ 10 BUILD' :;:•:;:':1;; '''..- (3 . \i I ) 1 G --- --, / • 6/ C . -C --------__‘-' ? SETBACK LI E3 29 - / 1 • 4-E. .2.1.4T3 ______0 ...-.... -„:,, / ---->-- - - '' - --• - -- --/- 5- -- 1 pic, rT 2 F i • I_ i ll I' i c '1'4- ---- , k , - I I f'd-,s • .' Lu . v / ,-; , U0 . OF THE ° • 1 t 20 ' .'" 44 4 12 - . 1i4 4172-C) c\-I , / Z cn . OF SEC s . IN KIN. ; sE EA : 1 , ' 1 I A d _ i f __ H _ b - ......_— _._, k — ,o, Q , 5o.1: I _ i 30 ' I > < 11 A c 2- 5. - ' ,.. -.., - 4 A ; .2 r ,-,, c0 : \I I / t: 3 OF a. 1.7,.. i i } ._ . 7 . ___.. 7 : L 'il 3 TO 11 ,1 LL1 u p t i I - _. ( 134.41 1, -- 1 1 0 . _J ,T S. P,' " t3 / /. . . < - 1E. SOl L s - TYPIC4L I 3U11.DING I I (S) . , . / / s / "TACK L 11:1ES MEET'. CD - / Lc/ ' ' LOT 4 I >- \ ,I - - - I 4 - - - 2 .1 THE \ / . i / 20 ' 2_ , -, :_., ,------.. 6 N5935 ' •- In a -. • L., , G) (f) ENO ' EL 1 ea-L. • , . . • L _ , _ _ .... _ N L.4.•1 --' 7.,:.: ( -__, .1 VC-17 / I 1 - h - GD . , • _ - - • - 148 - --; z LOT 1: 7634 1 1 0 cn , \ i CSD i / I m LOT 2: 6721 E i .L , _ - - - I c -t ' "1:0 T 2 ' ' ------ ---- Lf : LOT 3: 6721 E • , Ln L N,..1.511.3 c LOT 4 PULED' 1 20 1 / l'el 10 ' ' ...-- _'■. 11 d LOT LI WET L P, 1 - - - \ . ,/ a__—_—_ __,. vio.14 , . -- " z w 30 10 ' L NOTE: THE ONLY SL gx--- ' 0 o OF 42ND AVE S. DI ,t . t... . • ..,-. n in Lii ? \' ' I. • : ' . e , , , ir-, _J t - "t" - . . .1 ' IMO ' ' - '... I __ _1 < ' C T 7 F - - - - _ _ - - - - - - - 1SL 4 - _ S E N S I T I V E AREA .... , ...- 0 NE3 134.42 C3 › - I. USE AND DEVE 'V .':. N (1' 1 7 ARE CONTROLL CITY OF - . - MILA APPROVED . n X?"'I1F1ED ■ SEP 1 4 11)35 'k AS NuILD 4. eq6-cei9 /-------- ----_____ < 1 oir illie ll..9' L T] I: :: 1 111 Oi a ll) i ll jp, 4 ...e, — - ------Or l- C LA 0 i.---1 ITY OF TUKWI . APPROVED , z SEP 1 4 1995 tl As NUILD BUiLDING WAS K 0 m 1 4 FitJtspre o GRAOG 6 A-obvE ibASErvieNT SL-1-8 0 _i-rki 41111. N . -, ---:/ /IOW 1 Z11 N N . pi _,-& II - - ---- . -- 1- 1---- r RN ---<;--- -_<-- --------- ,,-,==--- OF TUKWILA APPROVED _ — - ---- - 7 - *--- SEP tit 19 -0 1 -,35 5- 0,P,- I q AS 95 NO i EU q Q,P) Fik),Isi-i-ED G a ADE 6 A 6O\1E- Ocli\i134 S LA 6 BUILEIT4G DIVISION 3 xm n i co' * p. 46' / t 6' / 11'10 1/4' / 11'9 3/4' 22'4' , 6040s1d- 6030404 6040s1d __Ii y N� Caldwell Main Floor 'C - 13'8' ' 1/4° Scale X 1 12' Ba Window / �_ ce lQ Triple ntr iur lour DEN 0hay p9' / °+ II DINING o` LIVING 13'8° 18' - 3 ? l\ 7'5 1/2' t lYrlrr 26vd w ° y — n /m� moo_ 2 6 Stomp I I , s vi re no 261/d — d w i 1 a, 30e /d ) 1�_ +_ __ _ J � o 7'103/4' � -1_( 3'' /4' Cli �losj- l � /5 � 4' A - r' ENTRY 38' Ai zee /d . -- 6'9 1/2' - 5'3 1/2' / T / .33„, •� KITCHEN 22'4' BREAKEST Bay indaw / N zes _ � �u'.fcl�i\ \ 6640 e c la c CI IGoc. ■ ., 86 lflVh,IMU1N1 I% ScCID I MlyunuM Wc:000cor� c�= _ / /// "- f rL � 2'4 1/2' , ____ G , - ( 0 NC i-1AC-pLt)4{2 4' ANT) L-ATC i r. I GE- -- _ 5 8' 21' 1'8 3/4' LAU NDRY ,®� p Posy n _� � E ) CTM 16 d 4f✓1 a ✓ t,m.l l . 1 _ " , ,, -'� - 2131 /d Mid (P0 c{� 1 � _ / 20' 160700.-. GARAGE O ® i CL5 ' 48 1/2' v `-' ^0,r B� 5 I I vev Tom 4a6m.� FJe 9 , I a /d r Qu RF_p ^, eur • X Go8 �T3C. f I a� I —a X /0. eFM 10'5 1/4' M BATH 3.1. HALL 24s�c 3' st/d SUNPORCH 12'4' ;`'� r 3R /d 11 M BED �. � t 4060sm ° 1 CL4 4'31/2' I. 51336sler t. 6036s1dr 4060o.n / 22' 8'5' sf 4' 7 7' / 18' L 8' / • S iRiTF TICA / 68' / C1- 0/-=a5 E <--- E AU / EFD ` 5Fe=ciFtc FXO{AUAT FA NA Bq5- W/1 1N( O4MUM ¶ i F RAT :I -r, U Ci C =MG O, c,JATE/ 06-.Q1c1 t 6 06.6e, 1 rnn Ll .�,f�A=_ - ,TuuID L Oi /DI,�� A „``., Aor� atE RECEIVED / D ' J ' C( lO0 CF t l tl d cC /O�Kk.i� c 1ry DE Tuewi A f q . • G KtT�{�c( � CAA: J � � U-/A , 4TH \15. LA`ioil 4,AD FILE COPY JUN 2 9 1995 I1 /C01 0_ At P. 6,L1 ALI'[1 (7 -ccr-, PER .\ I understand that the Plan Check approvals uo gEN4'PTATE PERMIT subject to errors and omissions and approval of REQUIRED FOR: plans does not authorize the violation of any MECHANICAL CITY 00 fUK'NILA N GTE ” a opted code or atditrttow Receipt of contractors ,��// APPROVED s?RAP TIES T u (A t: L O CA i t= D Pr c CISc- copy of approved plot dped. L�ELECTF ;CAL GA - R/iGE EN ?Ay Or E17I+eK 51 of B U �_. I�I3itiG 5EP f 4 198.,.5i � � / P.; I �I U 4 j r CA3 PIPi;�;a I1I 000/ - 5,E. CDRnle/< 4 ` T, 0 / - yO s' Date / g-/6--95- CITY L . �,i ,t( 01,1 6 (] Cf, l CF "- � OTAloft ln//}LL '' 80 - nAJE j / ST ti4 Permit No. vl�—�r BU(LL�i :� �i✓: -:: _.,_.; i-s-NA LC✓EL.5 6z/ -95 �: REVISIONS TLF �rL { NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIV' ION. , NOTE: REVISIONS WILL REQUIRE A NEW FLAW EL".:: �TAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FELS. . i C. Caldwell - 2nd Floor 40' 18'7' 2'91/4' i i 8'111/4' / U4' Scnle P 5 ' a o f - Gr 6036 ' ( 1 SOb7fid 13'41/2' ATTIC BEDROOMS CLl ATTIC V FL II 4) '--- ., 12) 13'4 1/2' O 50,lfld P 2 2& /d ' I 20501 /d 7 t ��� O 606ffold 8'8' Open to Below CL3 \ 38' 12'7' fio_ BATH2 BEDROOMI 12'7' 24 3,8' tCLI cM 1 M,t- IIMtiP✓1 ^ fiatxfol�. ® ® _ 2 281 /d 3.4' , 20501/d 2M /d 8'81/2' 8'71/2' 2'8' 3'8' 13'8' II s 12' 1/2' , /Re = 1 -C') D i CL2 12' 1/2' • CLAP ATTIC BEDROOM2 \ ATTIC SOhiFld 6026 1 �1 O 11'8 1/2' 18'7' © `, �' i X - 'o �' 1, X 8'111/4' t 2'9 1/4' (. 9) -- (V111.11MUM Ir,.r CE-N2 �F c z cz4tr,2 o �� C,AUc, _ k ,,czrp Tc2 c IdcC2cE e. 01- IFH" FC.'tLQl$t z u_,B , Tf T',e.111, L D R rEo CITV EC TUKWILA Tc4,1 IVIc'L -u - 1 - r- :-c �-.)pt,-= r,tFtc. v�,-.\ JUN 2 9 1995 ' PERMIT CENTER r k otf _ - '.c- ` "2.,hs' ccCA i t° ti 4 r-cOT ExV_ L, �3 ,20yn 1WT= `2,tGw. - ∎2 CITY OF TUKWILA ,� d�,�' /, PPI I Nc, e� I , 5 0v L,7 APPROVED (L1�, 2;t ='e� �'> u, l u »v� G�.;nC,F, , - —" 7.'" S 1 4 ,i ce /7��� Bq5-o;),_Iq ,... ;., AS NUKED 7 6UILDINL; DiVI'Z,ION ti C. 46' — , / 20' 10'11° / / 151' ! \ 30e /d 6036s1dr - 807C _Lar 30e /d - ��SLdr - \ \ , Ye /4p X . Suitt READ. or 'Ms u0.I4. ARO AT 13'8' at Rife x ewe e•'EM01'*f4)s�Fait� ®MO�tt 13'8' SOW G M1G of 1 B/ ME.NT. wolitt SIAM AtGt� /� et... 281/d fiG \ -_ * \ 2 4Iro 5 /1rx 6 r GG, I.-, HO C t TF_C1C!2 V \ SPce 6 , A 7' 'E-F ' 4 8 -or - 5 (� HALL S . 26I/d 0 38' 24, /d 24Vd le i 4 ,,,A BATH! 0 1 3, ,? - 6 4., i owh IL) LI \ /— 511 1/2' / 8' 5' 1 " 12'4' �RV'1Ce M M. f• A•f.L = oats 12 4 ° STORAGE I 'PAM ME'C14 • ? I4%T SUS SD, I 0 fpaiI patog.To CALL4t4Ct vat. fIAM1 tLt eNSp6CC'ton. ` - � � + a v \ . / 15'4' / 15'7' / 15'1' r Caldwell - Basement RECEIVED CITY OF TUKWILA JUN 2 9 1995 �/� PERMIT CENTER f n 3 0+ /I p ....... _ 1 9 B q .,..... �` // CITY OF T'!' FTLA 77770OLO Sr' 1 ,, 1235 --`1, r 0 Caldwell - Foundation Plan 1/4' Scale 1 / 6'1 1/4' 1 46' 1 Footer for posts 16' X 16' X 8'd • Posts 6' X 6' 12'2 1/2' with 4X4 post anchor 4' slab with 3/8 rebar 12'6' 12'1 1/2' • I - 4' grid over 4' compacted gravel 3' 1 13'4 1/2' 4 o _ I ` I I 2' 3' I 5'10 3/4' r I • 1 1__— I \ 8'd Footing / 21'6' / with 3 #4 rebar each way I All Footings 8'd I 38' I II Poured with flour 10'3 1/2' 1 2 #4 rebar i / 16'6 3/4' • • I 2' 2' I Garage Footings I— — — -- — — - I — \ \ L l 16' X 8'd i 20' 6' Thick Foundation Wall 10 51.48- Pettlw aEe¢. t NSV S4TIb 14 l2EQu P 60 Rd. GoNclim,ti® 6AS6AdffaT i 11'21/2' ,1Le I 1 V v j / 22' / 68' 4 Perimeter footing 2' X 8'd with 3 #4 rebar Foundation Walls 8' X 8' with 2' grid of #4 rebar I Clry OFETUKWILA ■ i . Y { ' JUN 2 9 1995 `0.7 r i e seeF:::)(1 v O c p ........, ) 9 ® c. g 0 ®. Eti A N PERM, CENTER APPeZVAL IS RE6tuteED Fob L,3E of 'M ue TE0 FOAM PeamicTs. -vOwMEN'parrom 71, 8E ON 517E CITY OF Ti /WILA ,dNP•4/s44U48GE T9 $UttWINq tpgpswit_ AOFT■OVID jest: FoOND4Ttb N I KSpeGT /ON . S F P 1 z 1 k Caldwell - Floor 1 Framing :/ 4' Scale ' 6' 46' III ij of C A J a'7va' Ma , I Center Line w v of Blocks W Joist D2 6 2' O.C. ' • `" 11_1/4° X 117/8° Rim - 3_1/8' X 9' Clubs n Timber St _rand 1 Blocking 2' O.C. I _ _. _ =__ - -= — _ _ _ _ _ _ 1_3/4' X 11_7/8" TJI , OR 1 1/4' X 11 7/8° — Timber Strand KS ,_ , V I Rim Joists - 1_1/4° X 11_7/8" Timber Strand Floor Joists - 1_3/4" X 11_7/8' TJI - 16" O.C. N oTL% .6LOei4( ReOu'UE7 os 6074 EN05 S ,- e%we-e-nl RI o JOISTS 7 Fcoo� Jorsr5 i) No LESS "Rtaal 41 ON OE/V TE/4 CITY OF 6 IIIN 291995 PERMIT CENTER E)°\ a)Q- . SIT'l OF IUhWI A. PJ'YROVL D r_ sr_i� 1 1 5 4 G Caldwell — Floor 2 Framing 1/4' Scale - ,Xpr pas , n,.,,,,41 vnce ,--i- r / 6' 11'5' - 19'6 1i2` i 9' 1/2' 7 w 13'8' i / 25'7 5/8' . . II L == N. MI 1 IN - s 1_3/4' X 11_7/8' Microlarls m _ -- All _ Beam above i 2 8'i 1/: = 1_3/4' X 11_7// 8' Microlams 38' _. 12' _______ n 41 , Blocking 2' OC. 18 . 7 , ` = This Section of Floor is: ( I I Rim - 2X4's ) ! - , f _ \ Joists - 2X4's 16' O.C. 1 i o 12'3 1/8' 12'4' E.' 'l`_. J- ,_7,Y e „,,, —41 19'7 3/4' u nd.e * r,or , J.—, Bo / 8'11 1/4' / / 46' Rim - 1 1/4' X 11 7/8' Timber Strand Joists - 1 3/4' X 11 7/8' TJI - 16' O.C. All Blocking 1_3/4' X TJI RECEIVED Pd 6 ' � if CITY oc ivoo JUN 2 9 1995 PERMIT CENTER re 5 ...c),;1 19 ciTY or Trrrm.r, /1T TO /II) SEP 14 1935 C. , . 1 Caldwell - Roof Framing Detail li-s-uel Ii IMIIIIIIIIIIIIIIL III II I I I 11 II 11 1 III ■11•11111•1111=IMMIII MIMI MI NM i mum mil II . r , n:','.:,.; - 0:- 111111•1111111 II 14 111 1 mi , . . illi 111117111 11 11 , 11 7777 . -- I • I II 711111110 ppli 004 . 11 AI II 111 1111 AIM \ 7 III ciTy Bq 1 D (9 3 f2 I 9 JUN 2 9 19'35 PERMIT CENTER CITY , j LA SEP 11 1J25 h C. eN1,6K Arek 1 WEL istatilift 240 Caldwell - Cross Section P. 1/4' Scale I i Trams – _ �.` '06 wa f2r wand ax6 collar '`� /S . l I- >7 J OP - R - �a 1 ; Trrsses a o. c' BPlLrI n u� a��S I4.1 SEAS, ( baI � e .... _ I I, Znsulo -lion _...iiiiiiiiiiiiiiiiiiill ' y n s. 3 / y 'I CG e Td-6- e 7 X 1 1 1174-1 r6 "o.c IV T i m6.i s i o„1 (L lin ;o if! 'l /ir�j�/ . "—^-v-----' �� 5, �. ,fj---1717 R– 3 0 7 a x y �e �'� 1 ns , O ati Gro( r ax�a R - if % %6 d' Sta , ,- 0.; are , J ocks . Tns. ' /^ "1n 14°"se"n) 1 el -ge, -V cc PT S. Tfi G p ly l me,.son -t 3 f e-6" -i T I_ 1, r T.Ti ie" o C. r r/y " Ti ti 6ars1'Y +nr it 7 rr, ;/ \V a'7F-- 1 o PA �� I ra q-`‘'''' Li/ concre slab over • l P mt ,5 i, ir Tz , 13 Li 3 ro. el <1 tl 4 1..a1' Al 1 6 I P -1- 4' ��„da a n r � r L a` refer a C. W Il e . .--1 1 A �l fcrah n b . A ir 6.,.--11 (, �aQ c ,)- Y Bay b oc °S Fr_. - - - � 1 —' V 1 4, ' r Mgt. i wit:woos. F114•'I ,4II1, Jodi rke. he6 compreat 26 AV zS -- eoeve) to orrvivAt esJooP F Mts44 ?V.. udiaLs- 4(0 MAPS e , o 0 (30 D..... °m n- oK _ RECEIVED CITY OF TU o, JUN 2 9 1995 PERMIT CENTER CITY OF 1W 'ILA 010 00010 SEP 14 1225 F ASvl / _ ' ' Y G , Caldwell - Cross Section 1 1/4' Scale I 111/2' r d-X 1a Ri a b∎- , Qre- T'ru s s es I u u u II 11'11 7/8' - 8 '1' I I 1 (L -tR sus �y rr� = 1' 5/8' ti" /8- 1 /6 "o.c. I /� T ® - 6'',„ _4rw.c, J. r. ' Vd S', 7, • y ...k. 1 R - 13 rnas•ni (-e_ s r 11,19 /,t lens, ty • 8'1' 2ns. Tye. 12'4' 12' - / 13'8' I 3 ti " „ TtG P 1yw.o1� j ( 19 -1, ' to A6. mum 1' 5/8' iv �/tr -1-1-J /6 "o.c• ivi n� !%!i I r m e, sfi, j m 1\ �'I rn -4(.1, Q -(5 Tng• �,, r -e, d _ � � %d s Q � ' l can�r�i w >ll b'l°fie n �--Fo C. #y rebor - ) • p2LSA" brO` i on l r ° 9 r ■ dw.r • 710 1/2' .5-7g-A6 '1 • G.l., lvm_, �-t 9 - �„9.s..6, a t/ Pos t - �„ s, XY Treo-{a bxb f-f-B �, 6 , rro .1.44,1.-i- ----1 .— 7 / , R.a r k, -s/Q- • • 1 Over '1"crovef All S - R , . G 3 z y re -ba-w�-t-(1 34" rebw y m•C' Ico r zo ni.../ I #'1 reb'' -,' �pr,8h+s • RECEIVED � CiN OF TUKWILA .IUN 2 9 1995 PERMIT CENTER CITY OF TU:O:'FO LA APPROVED SEP 14 1925 N;, hoiLVe i G I Caldwell - Cross Section �\ VI' Scde I , f i 7'TiV�.. - 1b 1 1 I i ll 11111111111 1111111 111 Ii 1IHHL1fl I I I t Ill Iii1111 {-- . 1 11111 11 11 0 III 1 Il im l�i�l�l�l■I■ ICI■ I�I�I�I�I�Iwool lI�fi1■I■ onIIu{■I■1■gr iain h 1 eaSemeYVf k e-O- ` ,JefS ' at-Er Y11 P-a w - v V-- -1avr > ,1-)( toe h moo` d_.. rs 0.60o. qS4.11C? ECEIVED CITY R OF TUKWILA JUN 291995 PERMIT CENTER CITY OF I APPROVED SEn . ;� 25 '" JCf- I '9 tJ�J ii C. Caldwell - Cross Section 1 I/4' Scale I ... illil j 11 1 1 III 1 1 _ OO I 11.111011111111111•1E11 iin nimmiatirmoion I Ent immomai•m I I '"--.....". , i I . „ I 1 1 I _ 1 11111111•11M1111•11111111111111 Immiumintsiorm - 11.1111• I I -11111111111111111 Li 1 pi-b Ftaar 1 1 I ■ , 1 I o I I . I • . • ICSKI " •] i ti , ( 5 ., p / DT,RnvuEK'w. j LIN 2 9 1995 PERMIT CENTER CITY OF TUFWILO APOROV. EXPili-liro SEP 1 4 19'35 A`, ,,,,,,,,,.,e,„ nud.12 v . Div,:::cH k C Fl r f I � Foy ADD'f STRUCTURAL RTES o N\ a SHALL APPLY ~ ,.UNLESS NOTED OTHERWISE ON DRAWINGS 4 �'" INS . L ,AIM SECT. _ --- -- . -_. -. — LIQ P�LK G- 24' c.C. F 1 _ 1 � a r coDE ; V AIM JG1 �T, CGN7; / - FCR Z Jo t aT S Pf } GES - REINFORCING STEEL ' r r UNIFORM BUILDING CODE 1994 EDITION (t1BC). t ` ` NAIL, FL {2 PLY. MO g ll'G STANDARD SPECIFICATIONS ANC STANDARDS TO BE LATEST EDITION. REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING,TQ ASTM A-615, f ,z4 ` GRADE, = 40,000 PSI. UNLESS OTHERWISE NOTED LAPS AND EMBEDMENT SHALL BE AS , t ' ,� 1� -- - - - - A. E- _DE ,_F JcIST / Lo/ IGd - " C c. F.K. R.K -._ _, / CeTA ln LR`0)L ?4' C. G 1`IN zi" LIVE LOADS LATERAL EARTH PRESSURE - _ - _ E ) _ _ NOTED BELOW ' ��� % -- ,Y - - _._- _ rN 7,�X. - 121,4 J :� , C G N T. (EQUIVALENT FLUID PRESSURE WITH HORIZONTAL BP;CKFILL SIZE ? OP BARS OTHER BARS • t - ' i - X � y 5 - -- i _ LAP EMBEDMENT LAP EMBEDMENT ,./--- J J 51L.L V/ ��. ' H UNRESTRAINED 35 -PCP # q 30 ' 17 - -21 12 A - b-1- E A . SIp - OF �jLK FOUNDATION AND SLAB ON GRADE' #5 37 21 26 15 ., r kr / Atv�tiC6 �Gt, ?"'i C?✓ 2 . i ' / t / FOOTING SHALL SEA ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED . 4T 27 33 19 W. ,- (STAG;- EKED .)C. - lh "0.C. I _ -- r W . Tile -- — _ ___. - e.,.,�� /11 A - X . STRUCTURAL'FILL ABOVE UNDISTURBED NATIVE SOIL,, NATIVE SOIL IS DEFINED AS SUITABLE o tG �' 'TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12' OF f t _ BEARING E. ERIAL W I H IS XPOSED AR E SSURE QVAL OF ALL UNSUITABLE FILLAND Ip I CONCRETE. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN OF FOUNDATION IS CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. (..0 g 1 i 1 ` ' 1 � ^ ; E AND ° ' C - ,•?: h ` II ,1' CS�IC . �L A cN C Ut , - T TP. - 20 00 P SF. N A T NE .30 IL WHICH IS DISTURBED DURING FOUNDATION EXCAVATION SHALL - �' �- 1 1 EITHER BE RECOMP TED OR REMOVED. ALL S UCTi! RINFORCE 8° WALLS VERTIALLY WM4 #5S AT 12 O.C. A 6' WALLS VERTICALLY WITH #4's �' A TR RAL FILLANDOISTURBEDNATNE „x m - °�' '-, I t•; �I iT SOIC DIRECTLYBELO AND A ROUND FOOTINGS SHALLBE OMPACTED TO AT LEAS 95 AT 7Y O.C. VERTICAL REINFORCINGiSHALI BE CENTEREO.IN WALL. REINFORCE WALLS ; { 1 �II �` O i€ HORIZONTALLY WITH #5's -AT 16' 0.C,:AT 8` WALLS AND #4's AT 16' O.C. AT 6' WALLS. PROVIDE I , . , � -_ _ ' I I .sue% *(�. - P ERCENT OF MAXIMUM DRY DENSITY (ASTM'0 -15$7) PRIOR TO NATIVE SOIL BENEATH SLABS ENT OF FORMS AND. - O . Ti 1,' 3 �^ - ��` • '�' � � I. :, ' REINFORCING STEEL ALL STRUCTURAL _� I . FILL AND DISTURBED NATIVE 2 A-5 HORIZONTAL, CONTINUOUS AT 8 WALLS AND 2 • #4 ATE WALLS AT THE TOPS OF =" 2 m c i E _ - - _ -__ -._ i 4 / / / M4/ ON GRADE SHALL BE COMPACTED TO AT LEAST 92 PERCENT OF MAXIMUM DRY DENSITY WALLS, ROOF AND FLOOR LEVELS,.T/PICAL, UNLESS NOTED OTHERWISE. PROVIDE N I R ! _ I VERTICAL DOWELS FROM CONCRETE BELOW TO MATCH. VERTICAL BARS. PROVIDE ELBOW O1 81 0. • , , I FCC IN. f . - ( ASTM . D - 155 ' 7). STRUCTURAL FILL. SHALL BE PLACED IN LOOSE LIFTS OF 81NCHES MAXIMUM 1 c / N `' .. // THICKNESS. EACH LIFT SHALL BE COMPACTED AS SPECIFIED PRIOR TO PLACEMENT OF THE BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. ALL HOOKS SHALL 0J , ° g ` • 1 I 1 I 1 BE "STANDARD" IN ACCORDANCE WITH ACI V 8. REINFORCE AROUND WALL OPENINGS It` g I 1, I AIX�`L I (�j FC - - - 1� - - , t - NEXT LIFT _ , GREATER THEN 16" IN EITHER DIRECTION 6556 2 -#5 EACH SIDE FULL HEIGHT, 2 -#5 TOP AND o _ I - - BOTTOM, AND 1 -#5 X 4' -O" DIAGONAL AT EACH CORNER. EXTEND ALL BARS 2' - 0" BEYOND Q U � I 1 BACKFILL BEHIND WALLS THE SHALL NOT BE PLACED BEFORE TH WALL IS PROPERLY �, , - SUPPORTED ED BY THE FLOOR SLAB AND MAIN FLOOR FRAMING, OR TEMPORARY BRACING THE OPENINGS. IF 2' A" IS NOT AVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK HOOK • - TOPS AND- BOTTOMS OF ALL VERTICAL REINFORCING INTERRUPTED BY OPENINGS. ' I-- I I I ' - - - -- P • CONCR REI SHALL NOT BE TACK W ELDE D OR FIELD BENT nA IE . Z/ G /9cv i 1 ( ALL CONCRETE TO 2 - 4 , 1 C0NT..TC. 1 . BEMIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE • J 8 No. 9 _ ___ 2B I TI CONNECTORS �. I I WITH FICATIN1908:3 STRUCTURAL THE AND AMERICAN CONCRETE INSTITUTE - .. - - -- `' I I 1 ., CONNECTORS CALLED OUT BY LET - : _ SPECI FOR STRUCTURAL CONCRETE FOR BUILDINGS, AC1301. CONCRETE SHALL LETTERS AND NUMBERS SHALL BE "STRONG TIE" BY SIMPSON REV DA M - ' 4 "1 - - E A MINIMUM COMP.RESSNE STRENGTH ,47'28 DAYS OF Pc = 2500 PSI. CEMENT CONTENT COMPANY AS SPECIFIED IN THEIR CATALOG, #C -95H -1 Oft'.4PPROVED. NUMBER: AND SIZE OF L_� - : ', �- _ L - -- _ - - " -- _ Ft.CC Y I vT 2cTr� ?E - - FASTENERS SHALL BE AS SPECIFIED BY THE MANUFACTURER. CONNECTORS SHALL BE k L .. -.. -, SHA BE NOT LEBS THAN 5112 SACKS PER CUBIC YARD OF CONCRETE AND THE MIX -TT - - \-°' "C :_ 1- �1.`T ` 1 4 PROPORTIONED TO. PRODUCE A SLUMP OF OF LESS. CONCRETE COVER ON REINFORCING INSTALLED IN ACCORDANCE WIT FiTHE MANUFACTURER'S RECOMMENDATIONS. WHERE N ' I L E I - - --- -- -- -- - - -- - - " -- - - - - -- "---- - - --- STEEL SHALLB£ AS FOLLOWS: - CO HECTOR STRAPS CONNECTTWO M BERS, PLACE - LF OF THE NAILS AND 8 TS i n ! �- N EM ONE HA OL IN EACH MEMBER. ALL NAILS SHAl.LBE COMMON. ALL SHIMS SHALL BE SEASONED AND F CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED 70 EARTH: 3" DRIED AND THE SAME GRADE (MIN.) AS MEMBERS CONNECTED - 1 I _ -_ icEE3L ' ._. 1 CONCRETE EXPOSED TO EARTH OR WEATHER: GENERAL. 1 � _ tt K' N ALL # 5 B ARS AND SMALLER - 1 -1f2" i ' 1 - CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH EARTH CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PRECEDING. ANY j �Y :%TET'1 SEC VARIATION FROM E DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER .. ... - __- ,__ -__ -_ i JTht -CT. tvCTC ;i / �. fir'. SLAV' C WALLS • - 3f4' M H CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS ■ f y, ! FcR ADIJ' L ! N =0. - "' tip PROVIDE 554 AIR ENTRAINMENT IN ALL EXTERIOR CONCRETE AND ALL CONCRETE SUBJECT NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR '`, ,I { , A TO FREEZING AFTER CURING ALL CONCRETE TO BE POURED MONOLITHICALLY UNLESS INITIATED CHANGE SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL { ( t ? i T r , - SHOWN OTHERWISE OR APPROVED BY TH E:ENGINEER PRIOR.TOPLACEMENT. Al ALL ANCHOR PRIOR TO FABRICATION CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY •' - - - - - p - -- 4 a -- ! -1- 1- -- - - -- - . - -- - -- 2 - 41 GCNT. , 7"GP - BOLTS SHALL BE ASTM A307, EMBED ANCHOR BOL A MINIMUM O 7" INTO CONCRET AND H PROPOSE S HAVE PRIOR TR .... WILL NOT SATISFY THIS REQUIREMENT. ANY D FIELD CHANGE MUST I 1 Z; I HOOK WRITTEN APPROVAL FROM T E ENGINEER. L______ cc N , 8 r (�` < . .);' N j � —' ICEOL.G...K NALL. N SY ENl , SEc 5 I •Rt I .. _ _ � --- - D:.,�E.LS - C -. ■V',aTC{ -! • - r _ {rt - II - Z:- 1 _.O 1 And /� x I y,<7.r/f <r ; -- - t -. SIZE.. 5PFK.ING- t_ '- ! , l9 f - INFG. / 1€ I V LI:ALL KKINF 1 .; ,. ,I i i � .l LiAL />T - � N z L .9 3 Z I / —� —`, - - - -\ < - _, \ . - N.. t \ -�_ 1 . -' \. -___ ` \ - \� \ _ _ '_- � -- \ \ - T \ \ \ \- \._ 1 I ,v c #�4 c-` ( - � - ( r r - -- - - - \ - - — - - -- _ ' 1 / � , - R - , _. t i 1 •EE ( Fcf_: AL I I I �_.... i J ,77E C C F. FT,.. -` INFL -'N S• LE 4 R6,NF - I - _ / A, REC,v. TO 11 ' _ I I ^,� .0 5 ("") 5G' :L :AVER, "--•• ' / `-+ = I' a" TY�.. N. o. 1 i J 410501 --='-i BEAn1 PUKE 8 L ' _ 1/,I c c �. F'N , , a L , :EE �` .-- -_ —__ co'' CCNi., FN D. LUAU.,_ - ' I ./' #5 ' S 4-,L NC - TES FO RF WF. \ _ f D cwt LS TC 1 Y1ATC .••( TG F' CF -WALL -- -- -- -- - - -... ----- --.... __. .-- -- I l l 1 , L �.K e L K cP t.F R i I _ i r0p'06'5' .t C3L� Q. MAN II 0 1 , r f 5 T B a hfo u K A @. Z / I._ T- I / eq.. �flAc,, N C /A 1 �, .. � JTcPTC �� � i J K F'6 r r ti # 3 5HEAR' F�tiNF. '1E 1 I -- -- - - -- -- - - --... DE', .IGN GY ©, I C'071-16e$ C'071-16e$ 1, X FcK AULI L INFO. T I s ' • " i y / // t. 1ZEi \ t0U'E Ir€ t3,,,,'' � I — - I / : / I LiANI TG E)CPCJK 0_I I �T U°Tt,'+" t ' t ' may X Cc�:C C • :NTEKo.kc - nCN ` ,..0 1 'NK'D SLR F, I - ccT'G I is.) I �� CF 0,4,23 Q / DESIGN EYJ (3Y / � \ i.�_._ _ _ll -� 1 - 1 . • II i '( GTHEK -S j `I� Z l \� r..' I - 2 - #� CcI:,T I 7YF'. S tall S M ] _ i -''`___ -_ DoT cF FIG 1 : i, I '6 X I { i G5an1E LE V. €' 0 _ __._.. - _ - i pCl.ur =L ALL I f _.__. I lkrtlZ. F1 I I 1 . z t ����__�� L PEEN, a I I i ) • INT5R5ECTING .. —_. __- -._ _... _. ___.____._ _ .__._____.__i j _/ (_.! FIE, iNTC ,,,,,,,,4 I - - _- -..._ -.5.1',. _ . _ --r a L- \ C' -lo 5'-C," ..ST'RN Fcc,T-'Cs w l D i C _�I.,A I 1 z I ■ 1� J T ' L-- r 1 T 7----. 6 GONE. END. WALL q EXTEND LONGITUDINAL 24' 1 /Z ,- - I - `;" 7 � `.j / CYTiEY�' ✓,.`[Yf? I / ,. ICE G'`�.CK" 7�r+L TY . I 1 I ' 1.� W F - v . : II If) • BEYOND EDGE 0 4OPE1'IING - I - .��.� / LLLIIk --- . 0 THREAD BAR BETYIEEN ( \ © ICE BLOCK TIE5 f, I' f 7 4 _ _ � I , I ID 0 3 O VERLAP ONE BAR ( i , ' I N EAR CENTER. T GR OF SPAN i i : �� • - - ' n - -7 -- / 1___ 1 L _ /1 1 _ / . __.a T __ a z ./--.V •- - -- - .- _ _ _..e . - < _ 0 In Ill SPACING OF SHEAR � ' REINFORCEMENT — 1L t I START AT I/2 SHEAR . .... ... .. . ... .. - 'a-Co� G , i ..- ._. . -. .._._.. _. _ _ /� ?YP REINFORCEMENT SPACING c / , I (!J .Si-LEAK REINFORGEME.4T I ' OPENING LENGTH f PLACE SYMMETRICAL ABOI,T - / STEP F72 t,? CENTER OP OPENING A = PeC,t�:v -EO CITY OF TUKWILA I 2 $5 VERTICAL BARS J k B' , A B' (, • I EACH RIDE OF OPENING t APPROVED I I , U 45' I - FEB 1 5 E-196 • _. - - - -- - Lintel Elevation I r(-��iNL I;�.N i7----?,",s..,1 : BUILDING DIVI'I F J € F ! /EJr�IL %4 I o" - 1 RECEIVED 1?9g3 ' ". OP TLIKNlIL4 FEB 1 { 193E o EXPIRED PERMIT CENTER I G