Laserfiche WebLink
pF 1PAS <br /> ` . sfa <br /> 1 <br /> 7i. SFA Design Group, uc <br /> '1 '' /L irnuceuuuic[m[cxencu Ivrcuixswcnor¢ <br /> 4 Portland,OR I LI rmor,CA I5eaRI,WA <br /> > ,> o:ismluiavlt wwwseae.00n, <br /> A+, = 16 -0 w 3�S�GIST A' <br /> (E) WALL FRAMING I - FR: = 4'-8" _ ,� FPd = 0'-4" S'/ONAL E� <br /> FPp = 11'-0" EXPIRES: 04/04/24 <br /> FILL & COMPACT TO 90% OF THE 2500 PSI J <br /> a MAX DRY DENSITY AT OPTIMUM I CONC INFILL --I <br /> A' <br /> o MOISTURE CONTENT DETERMINED IN <br /> 4 ACCORDANCE W/ ASTM D1557 c Z <br /> O 4 <br /> . v ° 4' d 9d ,ad a <br /> • ° ° :, l l l=i I I III-1 l I—�'I ( III=1 I I=11 I?I I I�!�I l I i-1 I I Hi—I 11=f 1 I—I 11=1 I 111=(I 1= �" - — - - 1" �\\\\ \ — a' a <br /> =1 I I=_- 1I I -II - I _//III- II IN III-_= 11= II I I I ry I I-I 11= -III I I I1 = I 1=_ I I y/// / /,\ I II_ W w w o <br /> (E) CONC 4 11_11 �I I I 1 I-I I I 1 I _' I-I -_ I I I —II 1 I I 111_I 1 I- _I I -I I-111 III 11-111 11-1 -I 1 I_I \�\\/\\/\\ 1 I-1 I I o w N <br /> BASEMENT WALL III I -I 1 I- I- II - I' I I I -111-1 I I-� 11 i l l-11 I II I- ? - 1 -I I - 1 I- I I-I 1 I - I-I I-11 1 1 1 /\//\// 111E z z J <br /> d.: 111-11 I:�"1 _I I /\i\i Z O a <br /> °. III I III/ I =1 III I-�.1=1 III I -I -� =III I-I I I 111 III 1=1 I = -III- i I I� \/i /i I I-I 11 � � a <br /> 45•_ - I I I /III I 1 IIII III1=� IIII-I I- „ -III-III-I I III III- I III=III III I III \\/\\/\\ 111- w <br /> 3 „ b I I I-II I-1 11 1- I / I- 1 - 11=III 11=11-I I''' �I I 1 'qs _ill-I 11 1- I - II II I-111-11 I-I 1 /\//\< II-III '� �" Z <br /> /4 GRADE 2 I I I I IIIIIII IV 11 - III - I 11 IIII 11\1 I i 111- 111 II III I-111E111-111-11 /// /i / III- 4 n< o N r <br /> HEAVY III I III III-I 11_``i I -III-I I = 1 I-1 11=111=1 I l--I 11- 11 I-I -III 11 II - 11=1 I I-1 11= 1=1 /\\i/\\i\ 11-I I 11 Z ,� <br /> SQUARE NUTS • -1 I-11-III-111- /I I I 1-11 - I I II III III III-III=III- III III I I III11-I I I-I 1 1-I 11 I I \\\\\\\\ i t 1 cc <br /> - <br /> (TORQUE TO . III-I l -I -III-111-/I- 111 11 11 I- I I I I 1 I III I I IEI I I- 1 1 I II---1 I I I-I I II I I-III- II /\//\//\11-111 a in D w °' <br /> 90 FT-LBS) I I I I III III III- A' Ill IIII -III I =I I I-1 I -III II =I I-III II N.I I IIIIIII III-1 11=1 11=1 11-I - I \\//\\i/\\ I- p w <br /> 11_111-1 1-III i l l --111=111=1 I I-I 11- I I III=11 11111111111 - I `eI ,111_ -I 1 I 111111 1 11 \\\\\\\\ 1 =111 `° u_ ° <br /> _ _ =1 I I=1 1I- <br /> - 1 , . —Ill-- / _ — 111 I I.r,111,�11111=i-1 11i111111,111, .11- 11 / ' II—Mil =111— \\j�/ ›- <br /> �. WALL R/NUT 111- <br /> —II n � �/ 1 _H I Q w a <br /> ' 1 / II=1 -111 ►\i/\i/\ 111= c� <br /> m WALL R PER d / <br /> I_=1 11= I I \ \ 1=1 <br /> GENERAL NOTES I" / 3/4"-10 UNC 26 =11-111— /\\/\/\ I— Q <br /> o .: . a / THREADED ROD \/\/\ 11-111 <br /> I COUPLERS AS REQ'D 3/4"-10 UNC 2Ax80" LONG �� -l�- !\\\\\ \—III- <br /> 0o a. /� THREADED ROD =111=11I /\/\/ II=11I <br /> FAILURE PLANE '/ /j <br /> o / OF ACTIVE WEDGE - EARTH 1 PER PLAN ,—_ / I I ( <br /> d / GENERAL (INSTALL VERT) =M1 1//\\// //, 1 (—Ill <br /> CONTRACTOR TO DRILL _ III \ (—Il DETAILS <br /> / INSTALLATION HOLE AS REQ'D -III II - -111111=111 <br /> °4 / FOR THREADED ROD (2"0 MAX) 1—III—III—III IIII, , I I I— <br /> / -111-1 1 1-I I I II REVISIONS <br /> • ° A / 1'-4" <br /> __ <br /> o 1• 1• 1/ <br /> ° aril I- - <br /> _ _ Fj 111- (E) CONC FOOTING <br /> ( 11 I I I - I PROJECT NO: <br /> I I <br /> III—I I -1-1 �■ 1111 DEMFR22-041 <br /> SIGNED BY: <br /> ' 1�-I ° n-1�1_ oMEK <br /> =III-1111 I— I-111=' gl■ ■ N DRAWN BY: <br /> -1 1_I ► = 111=11111 11 �, — MEK <br /> CHECKED BY: <br /> NOTES: I I CVR,JLD <br /> DATE: <br /> 1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S 05.18.2022 <br /> 2. ENTIRE ANCHOR ASSEMBLY IS HD GALV <br /> (E.) CONC BASEMENT WALL/(NLWALL ANCHOR SECTION EARTH PLATE DETAIL SHEETNO: <br /> 1 S4A <br /> SCALE: 3/4„=1'-0" <br />