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NONAME_075_S-2
I FOUNDATION NOTES " , I if 1. PRIOR TO POURINCs CONCRETE, THE FOUNDATION T__ . _N: • ! , I i ' INSPECTED BY TWE BUILDIW3 ; D IEi�',4RTMENT INSPECTOR 1 ..' I . + ` - ! I ' 2. 5EE ARCS 41TECTURAL DRAWINGS FOR ALL SITE ltjC?RiC. I , . �' . I ' I 3. ALL SLEEVES BELOW FOOTING MUST BE POURED -IN-PLACE I I { i I PRIOR TO POURING &-AB. , - i - I . .•4. FOR INTERIOR FLOOR SLAB SLOPE, MOOR DRAINS, ETC. t I ! I i 1 l SEE ARCJ•IITECTURAI_ DRAWINGS PRIOR TO POURING SLAB. ! i . I i I j i I . I ! I ! ' f I I t I 5. ALL ELECTRICAL PL�'1BItiG AND OTHER UNDERGROUND WORK I I I _ oo`. I 11111,11111,11 II ,A4ALL CONFORM TO DETAIL 2 It .• , I ! 1 i . I - - - - I - . j ( I i 4 I 6. STEP FOOTINCsS AS REQUIRED AS PER DETAIL - ' 2 , - ! _ : iI I 1 ' I , 7 i 1 ! I I ! I, �I A L t} j II ; I!I 16'WIDE x 24'DIIEP CONE +. 1. NO WOOD OR STEEL STt,KES SHALL BE PEWITTED IN FOOTIW-%S i 3 -6't VE ii 5A ' C R BM. W/ 2-01;CONT I , . ; ' I I I I i s- EA END TOP t BOT � � - � 1 ' 2-"6 VERT 2-06 VE 8. 9OR FOUNDATION FORMII�s OF TRENCHES, SEE DETAIL c.7_! i i ' I I i j EA END I- -_A END I ; j , , { I I 1 . _ I I . , 9. CONTINUOUS PERIMETER CONCRETE FOOTINCsS SHALL BE t?' UJIDE AND - + I I ;, / f WAVE 1-'S CONT. RE INFORCiNG TOP AND E30TTOM TYPICAL U,N-O. 1 I r I I � �F . . I (315- , 4 ? 7\\! s-2 I + +,a, 0i iNDICAT-5 SWEAR WALL 5EE 5CkEDULE. (54) I 11 i i .T # --- - -� �� I .,�, _ I I k^i - -- -11 ---�7:: II. +�D 5A tNDIC,4TE5 �oLD D ,aNG��OR SEE DETAIL,s- +_ 1 4 1 6-',- \ . : I % 4 I : I11 -! . I , `\ EA END 11 5 14-61 VEP t ' 12. INDICATES 3TEPF'E0 FOOT!NG SEE DETAILIfo 5 .. " I - t �1 4-0i VERT S- I $-1 --� dX6 4X6\� 4X6 I ,'_4Xb r �/! \, b)'UD t I __ ) I I `_4X6 _ _-__./( ►____� 3A TYP ! I I l3. ALL �OLDOl�! 5�-►►ALL BE TIED IN PLACE PRICR t0 r�Xbi W02A !--D2,G �-+D2G� 1 uD2A +-+02A � SGS S_ �- 24'WIDE X 36'DEEP CONG I CALLING FOLNOATION INSPECTION, ,/ 4' OF <sR IULAR MATERIAL � 4 3 'e• 'g- 6'-O'WtDE X 12'-m'LGhiG C BM. W;4 -'S CONT + I � ;4. - I!�iDtGA1'ES b' �+� CURBS SEE DETAILS j f MAX 34' PARTICLE SIZE) I S_ 12'IUIDE X 18'DEEP--� ,5 - g_ X 2.4'TNICK PAD W/ BO 4 t _bXb POST I COVERED BY Kd MIL CONT FTG W/ 2-"S �� S_ f 2 4 CONC f*AD 5-'5 LCJNrs TOf' t 80T 5- i A I i �'� DONT TCP s BOT 5EE 12 TYP 1 • ! ✓APOR SARR!ER \ 4 St.l 4 • 18 OC TRANSV TOP t BOT 1t►� �- j 1 r = COvERED BY Z SAND �I ; I I I . I CQYERED BY 4• SLAB W/ ` bXb 4X6 4X6 i µD2.0 axb T µDBA i•it?6 +-+D6A �D6A� 4X6 \�; I '3 • 18'OC EAC WA't'; v ',� .. . i _ . I NDSA 12 ' I � . - . - o I - 4xb 9sl.I • i i f . r/ I ' ` 12 1 4X2 ND5A Z t I g_ 3 SIM t i 3 2 eA/ � 51.1 I ! t ; - ��S_ _�t� S- Ef'RE33 2' `l9 i�x8 STUDS If -I6 OC 9- . l 01 - - - ._ _ , _ - ___ - - I . . 'k-- �1r------ - - * r ------ ZIL'i 11 I - F TS�k'1X'/iGOL 6X6 ' _II 2 i ' I ?'-3'W1DE X 24"TC f g _ �`�. 2 - I . _ X 20'-O'LC !s FTG UJ/ t °5A ► r II 4b S i ._' , �. --- - - -- -' ? - 5 CONT TOP 4 BQT a 5 : -'b' 15 A TY P t 3 - _ , ------ , . . 'SIx'1XI/4COL ' S- 1 5- • GUR3�'\, t 1 ..,. t3A TYP 4 X i • 4�ZA =�OZ.a,\ axbll_.\i I` � g_ t - I �; Al- . ,A . �� 6X8 -4D S `�-6 xf° Fri 5 axb 3 , 4 • - I . s. ss' OF GRANULAR AR MATERIAL 11 .X6 STUDS; • 6 OC "DU I � ,-.t --D3.a 3• /' I �- - g t "AX s/s' PARTICLE SIZE) --� - I �; ----r 2,, 11 -I I S-2 , COVERED 5y Z MIL v4PCQ 8GT"RIER 1. - S► 4 'O I t, - 4Xb ; 24 1,UlCc X '8' "WICKi - # r:0 D 5Y 2' SAND • 3_ , g_ - 'b'WIDE x $' SEEP GOriC ---- T _ - i f PERE r . aiD'SAi GON G ;J/ A '5 ..C*i I ;COVERED t3•!' 4 5.-,t..B i,tJ, - 11 I %r_� - _ _ __.� _ Ic -� !sQA :E 3M ;L'/ 2 -Yo DONT TCP t 30T 1'3 � '8'OC EACW i :AY _ ` Of I rt- J•-� ' CP t BGT /-� ; � I l - - - �( 7, .. ` S i.t 13 A T`r'p , 4 -� �.-- . 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Z-1 -, It a _ V it O - • - 5--- f s , -:;'TA f .3 Z =,� J( ' a3 • "%-K -•� • ^� _ _. -� i s - a -I-�, _.5 "0 t 5 _ .. ,. DONT a 2 +� - ., - , y ~ 3 ' 4 -,-•= L� . .% -_- - 1 - '� ? '�.-'�_�1 - - ;�- _�_ _ � a; _ -- - �.. _ -_ ---;C-- -- *-- . . - _-..6- - --_- ---- - Abb.-- _� _ -- _ , _ _-.-.-- - t• i � -�-- -' ----^ ._ ic--- ! .) .A Et�tD t• E = -- I .. , , :. h . - . = s 3 -^ 'rEt2'* �`' F - - , .% _ _. _._ _____-� . a . EA E'er , \ .ti a•�•�E X 24'DEEr' CONE i_ --- .� - --+ - i • ` _ , i• - - �CsE ._ -- 1 1 \\ \ . , R : . . 1 -- _!• - . r,:.4_ _ :ESC! .. L f CN*1 NAILING t .=.NC+4CRACsE I t_ -------I ----I t,� 1e' �L`'":)OC'i 66 • 6'C�C 3'a' , A X 12' 4600C A.80L- i I L , ^:N CNE 51 D E ♦ 1 2 : I',' =L."',LOOD 3d 0 4'CC 3a'✓,A X 12' LPlOLT � ON ONE SIDE 1 0 6%' 1 . % I Pt,.'!",;CCD ad • 3'OC 5.'D!A X V ABOLT 1_ , C!�l ONE SIDE I 0 32'OC '/_' PLYWOOD I 10d • 3'OC s-a'D;A X 17' AfkXT # c4l, 1. + ON ONE SIDE � 46 32'OC . 'r.LOao 8d 0 3'OC 31`DIA X 12' ABOLT I '� C5} I ON BOTW SIDES 1, a 140.0ci ► 7 - - _ ! • PROVIDE 3X STUDS '6'OC AT TWIS 5�4EAR WALL • NCRT4 .11 FIELD !�►AILiNCs 3NALL 3'r SPACED s 12'JCp���� !� . . I . / . / I � I -1L, . 1 . . . . � . . . . I . L f - , APR a A 200 :, .F. . . .� SUILCING & SAFETY - • CITY OF Ic'MANA . - ; . 1 � . � 2 FOUNDATION PLAN . . I ; - I - -t. I - -T-- --- I I I . I . ll 1 ,;,1-1 I-.- 1. ".., L' I ., 11 i I % I- - - _� I . I I . I I . . I .. I _, . x - -, - L I ,: c I 11 I - "i 1; . 1 - 1_1 - . I . I I L I I Ll". 11 1..l . L ._I I _ L 11- _ I I I _ , I L - :' L - I , I - I - I I I - I 11", . ''Ll I 11 I I I I I ." - I I I L':__ll_ LL . - - . I ". 1. I ",., - - I L I . I 11I I I 11 %, - I . z ! - L II.. I I I"-: I L I.L.. . ; - -: . I .1 -I -- L i a - - _ I -.. - ''. I I - . I - I L L -1 . ,L . I '' L r 1... - L . - , L I . . I 11 - - I I - , I _1- - I I ...f "I, I:• I__ - -I I _ . L . . IL . L ,• I I I _ .,. I_ I I I ! : . .:.L 1, I I L. - - ,'L. I L 4T1 3 �$ � S ,. - . E OG i l? GMJ WALL (i}, L . I 12 CM WAIL w�1. • - i GMU P!ER •4 DOI JEL3 X 10'-0*L0W_s • 24'OC At WALL '5 * 24'OC EACH WAY � SEE DETAIL 6 I f p 8' Ci'fl� WALL BEYOND i EACH FACE _ T I W/ 03 • 24'OC EA WAY '.b' C>`711 WALL . �r BEYOND AT 5A 3EYOND W/ . " ,/ I I - i i '5 VERT • 1$'OC .__ . _ • 3-191 VERT • ,, , 3-`1 'r/ERT I ' -� •o I { { { EA FACE s 5 �-IORIZj - . olw 11 I { i 1 I • 24'OC EA FADE I . ' BEYOND AT c A. iL I . • � I I i DOWELS SAME SIZE AND I j - ,,Pf4C INCs AS VERT RE i� 1 ' . { { 1 I 1 { 2-5 VERT EA FACE j .� _ (Li •4 TIE5 Cl • Ib OC -jI EXTERIOR .11 1 3-61 DOWELS ` U I DOt1JELS SAME AS ! v -3/A. RAOlug u _i/•• RAD;Us -A!' ' I I I WALL 'VERT RE {IVF , -) • i� _11 - �.PPAR.�Ti:3 ROOM �� I I I -vt SANDBL.r•5T GLEAN----� % , . -ONC. -''OW STRIP OR r -04 DO LIELS • 248OC i 3-rT DOWELS I 2 "3 DOWELS 'i' �"4' or ,--04 �a' RADIUS ALL JGiNTB TYP ,--'4 DOWELS x 5 _0.,C 0 ,EXTERIOR CONC. - 1J Q - { { I ! l LOIVCi • 24'OC 121- np, I P dl BEYOND BEYOND WAL< U)4ERE OCCURS 36 ►- SANDBLAST CLEAN ALL JOINTS TY �• (-j , - r -) f rt i ~ ! ` I / r 8 GONG SLAB , 3E E ARCN'L DWGS_ - 1 _ S 8'GONC SLAB 34 " RADIUS i 7 � I •� 2 - 5 � / / � "I -\ f - . � __ . 4 / i I� /1", 4,--- 1 • I I - �; ? ;v ` i4 `U I } S1 j L �- I _t! i T ' '' tIC t 2 -moi CONT r • •, ' ! I ,A , s U . ' TOP 80T I + ' I '' { I I' I� 1 I Aj t 4-'8 CCWT � z Zi 7. Ai . ; I tY s TCP t BOT •"5 GOVT E i 2-3 GOVT U ; 1: I I i , •4 . i8 oC _ j I , : 2 , -, t gpT j U •�i �� TCP 4 BOTS :'� i I -e TOp t SOT n' I i I 41 ; (I ,Lx : 5 - "5 TOP t BOT 3' x 2 4' CONIC 66 , ? 2 4' x 36' CONC FOR REMAINDER ��?.4DE 5E AM -I- } - , , BADE SEAM '3 T1E3 • 12'OCJ .4 T'E5 • 12'OC _ I I SEE DETAIL 6 DEf 5 - ..�E a.E t_� , � T /-�, ----*%-- IF ! 5 A i i I• . I : i I I I ! t L . .I F . i . . . , I I I . . 4 . I I I I I I I I . , s. $ " -, _,-%# - . I , 2 4d.01 1 4 1 1,26 • 14-104 5 ' 3,44 s i' ' 6 i • I -O& 7 1 1 8 }.11 ,, : , 7' � � �� ,&", ., �': �� - - ;, 6_- , I V!�� - F -� .' ...,.- 1.1-1 � � �. � , - - 'rl I t ' _' ' � �., 1� T -,�' , � I , e , �- `- h � rs' 11 - � - I ,,, . FI * . . . ., v I A I i� • .; , I,J1'' IIf Rai i. .!3-. r-"0 ,,::caor0^qa ,I 9,4,, j,54 . r !1 r .j ,j ti;�. I,I c a09 4r,`. ,a.' s ;:;-1 I��� K- H. LEUNG do ASSOCIATES 1 ,--.., STRUCTU'RAL ENGINEERS I � 9320 9nSEUNE ROAD. SUITE D AL TA COMA. CA lit 701 i 9O9) 944 - 1'029 909) 944 - '983 rAX �' _ �-F£SS v_ - �� . J� H /r.. f q'` '� z ,I f AW ��, . _v ��`S•D 6 -3v -Jt . ► - r " . . _ ' ^,c,viE QED BY - - r%.ornl;•r_ ( of '_1•' - . ,.;, `fin I_ _ _ ll t'., .. ' Y .. . . �? •JI - . .. . - . :5 t' ..:-.-*- .r%_ r�r� �i11 I �4 s 'r 01 If i i . .. . ' •r10 r- : .0- -- �s; #, , � � �• r .. .1 r 1/IIll, i >; a •. ' �'' `S r ►II't�1«%��%%'I"-�`` 1 m2 /W ; _ JW C.O. No. I - - _ - ._- - - _ FOUNDATION PLAN & DETAILS �I ' l I ._.. - . -,.-''% .;<5L .Lk� UST '� �S AS NOTED -,�_$-©1-Cd - ` , .l.