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CONTINUOUS SHEETING NAILED TO <br /> MJD61LL PER SHEAR WALL SCIEDULE TABLE 11 A I I cF{L'CK SHEAR SCHEDULE FOR AB.C SHEAR WALLS C. <br /> 0 <br /> SOLID DLOCKING•24'0L. FLOOR JOISTS 0 <br /> (6)16d NAILS EACH CLOCK SEE PLAN FOR No.CF STORES BOLT SPACNG WALL WIDTH FOOTING WIDTI. POOTMG DEPTH I _ I \ ( < <br /> 32'MIN.LENGTH WHERE JOIST SIZE AND SPACNG <br /> PAR ELLEL TO WALL re re re o o O N \\ <br /> u•LESS CONDITION IA EXISTS I 6'-0• 6' 12• 6" Z Z <br /> A3B CLIP ON EACH aIDE OF DL OCKAJCa �' . I 2 4'-0' 6' 15• 1' p O <br /> OR JOIST•24'Or.-ONE SIDE•16"OL. I `1��i ‘s w v <br /> •2-12d TOENAILS-I JOIST To HAVE Rill • ` 3 a'-e• 0' a• 6• t <br /> MATERIAL ON EACH SIDE POR CLIP :�. a cn a 0 o ¢ <br /> UNLESS CONDITION IA EXISTS �`, i `\` o o a o a tO <br /> 'S"c• g I `1 1' (2)'4 CONT. TABLE Ilt�HI <br /> FINISH GRADE - \_ - I1s 3'-6'Moll TOP V 0 <br /> -- I— M11 of WALL HORIZONTAL R£BAR SPACING WALLS OVER 4'HIGH E <br /> 11II-ijM= II— 7 <br /> CONDITION A ►III= II—I UI HORIZONTAL RE CAR '4 REBAR•10•0.C.FOR GRADE 40 ci) <br /> I=-"I �MIII —il�` � "� T4 E .13. <br /> ' 'K RECAR•12'OL.FOR GRADE 60 �. m <br /> 2'MINI ; '-1 1 .11 1=�IIII1I_= U r „ <br /> '•.'�i IS OR LESS ��- 1 1 1E 1 ER_ • <br /> VERTICAL REDAR `� s <br /> II— II IIII S' T '0" �L� CI 0' <br /> TABLE IIC II �a-le'��Al AT S4. AAR WALICRLSS Q) .) iil <br /> II I� ;=� r coNCRETE l� R � .o <br /> gWiiiI <br /> IIIialI11Il--Im=I .I / COVER IJ-ER£CONTION IA ExISTS A.COLT SPACING PER TABLE A Cr) ; r I' <br /> rFOWDATION WALL CAgILL SPACING WALL HEIGHT WIDTH PER TABLE"A" WEIGHT OF 12' I f0' I s' I 6, o . <br /> 1 11 I J—II SPECIAL DESIGN REQUIRED In w �i <br /> m <br /> 1rac '� REBAR v•12'OL. UT z"- <br /> 11 , IIIIII II ----Il 1.- • 9' BOLTS r-6•or, _ 5 X <br /> 11— IIm I .- I 6, REBAR µ e 6'oz. 04•Is'0.C. �) j " `a <br /> 3333 IIIIIIIIQQQQ =. II "i1111 I I DOLTS 2'-4'OL. 2'-1 OL. "(.0 <br /> k_iif60—� .1 T, REBAR '4•w•OZ. •4• 6•0.C. �[.J �I s <br /> to <br /> BOLTS 3'-5 OL.* 3'-I OL.* <br /> WI.=fill III Q <br /> II W iI._.IL 6' REBAR '4.16'OL. '4.16.OZ. <br /> NOTES�+ DOV.EL6-'4 IEBAR BOLTS 6'-S'Oc, 6'-10.OL.** <br /> : I — I I •IS'0L.(HOCK• REDAR '4.I6.OL. .4.Igo or, <br /> IU—I1111�1 —L • 46•OZ.I:EOJIRED) 5' BOLTS ##• ## <br /> DO NOT BACKPLL INTIL FLOOR IMINjI IIEIII�I A. <br /> - K <br /> OVERLAP VERTICAL _ <br /> 6FIEATHRJG IS NAILED. 1111110111. III'WAIN REAR Is'MM 4, RECA�R 44 •OL. '4•6'0.C.ANCHOR BOLT6� II111 =• MIN.V2,DIA x 10•oc. IIIIII1 ff = SEE TABLE TABLE"A"IF MORE THAN 2 STORTJ <br /> • MIN.1'EMDMNT IIIII ** SEE TABLE TABLE'A•IP MORE THAN I STO• USE ILASERS 1 HUTS 'II - 3h' SEETALET`' LE"A" WO <br /> • 1 COLT WITHIN 12•OF ENDS I11 11111 - <br /> I MIN.2 BOLTS PER PIECE '- 1 Itill I - I 2~ W <br /> OF SILL PLATE. II, Ili 11IIII 6MIL_VI .. . DESIGN CRITERIA �L'. o <br /> • MIN.IS'LAP•CAR SPLICE - I I um —. <br /> . II, i--. =I • (5)SACK CONCRETE 1, PSI 2500 CO� a <br /> _IIIII IIII uu <br /> atm* <br /> �N w swami-ow <br /> ,'"' • e (n U <br /> FTC.SIZE PERsIUIa III III- 11111— • GRADE 40 REBAR • ryPal 401000 o JTABLE'A" I ' IMME_—MIII1l*lllI I • ECG.FLUID PRESS •30 LBS./San.SAND/GRAVEL BACKFILL d :. <br /> • IPPili IIIill—I1111111 1=m111`-.7-111111 .1 11... • SOIL Ems.CAP.•2000 Les.-SQ FT. 0 <br /> 'll 1=111111 111MIII =11111 ,111 = "-- - - ____ . - z <br /> _ins " (2)04 REDAR - Q <br /> IA- <br /> FOOTING DRAIN FT&SIZE HORIZONTAL(CONT.) E- <br /> OUTFALL TO DAYLIGHT PER TAISLE'A" <br /> EASEMENT FOUNDATION WALL DETAIL 0 BASEMENT FOUNDATION WALL TABLES 0 <br /> `SCALE.N/A Sheet 1 ofj1 , <br /> , <br /> 1 <br /> , ^ <br />