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I i <br /> L <br /> EXTERIOR WALL <br /> (WHERE IT OCCURS) <br /> ANCHOR BOLT <br /> FULL DEPTH BLOCKING SPACING PER S.W.SCHEDULE <br /> LENGTH OF RUN PER PLAN NOT TO EXCEED 48°0.C. I U I <br /> 16GA CONT.STRAP I 4 2 I v <br /> FULL DEPTH BLOCKINGBe <br /> LENGTH OF RUN PER PLAN ,. of grope <br /> { I /\\/ �\1 �/ WALL RELIVE "Jy,' <br /> SII ISMIISIISII�I! // /��AjY�A//� PER TABLE M� 0 <br /> \�j\ j\\� #4@12°O.C. 0 ZO <br /> il ROOF RAFTERS OR \�\�'I/\\\�\. �✓j .0, = <br /> BRACED WALL LINE / FLOOR JOISTS PER PLAN //,/,''‘/,././,,/, <br /> / <br /> PER PLAN) II (TJI FRAMING SIMILAR) /�!\%\\/�� j§2n,,:e <br /> HEEL REINFORCEMEM �\////1//'/\i 3 <br /> PER TABLE \\/\�,\\.,/ ,/ 8° �33�d <br /> \/\/\'\//\/ ��J� <br /> 4°PERF.HARD PVC FIG DRAIN K,../�//�w/vV/\ <br /> INVERT AT LEAST 6°BELOW .�\//' /\ /\••- <br /> SLAB OR CRAWL SPACE.SLOPE TO // /\"S/\ <br /> DRAIN TO APPROPRWTE DOWN FALL '\ \\,\;: \\ \�f\,\'\.\ 30"DOWEL-BARS TO MATCH <br /> CONTINUOUS BLOCKING AT BRACED WALL LINE PLACE HOLES DOWNWARD \\j\ /\j\\\�/\�\ WALL RDNFORCEMENT SDE&SPACING <br /> 1 NO SCALE / '/ / / / / <br /> NN /�//2,/,/,.//,. <br /> �\' �\/\\\\x\\\/\\ (WHERE T OCCURS.NOT AED'0 <br /> </� /,/ / \'j �� �� \i PRIOR 70 SOIL BACK FILL) <br /> NOTES: • <br /> , NSTALL 2 X(SAME DEPTH OF FRAMING)BLOCKING FOR SOLID FRAMING OR TJI BLOCKING(SAME /\\//\\/\\\\ \\/i�\\/\\/\\\ W <br /> DEPTH OF FRAMING). NAIL TO SHEATHING WITH led 0 4".O.C. ,/\\\\\/\/\\/,,....• /\//\• �� /\//\\ " CM Q <br /> 2. 16 GA TORTI2. STRAP TO EMBE BETOIBLOCKING <br /> NG1S6 OR BE2INSTALLEDOONTOP EQUAL.F SHEATHING. •//A//>%,AA%/A/"/ j//A -A V\/\v Q = Z N <br /> -HEEL TOE " o, O O <br /> 1 oE az ca <br /> (/p CC <br /> NONWOVEN GEOTERILE BASE c Z <br /> STAGGER PATTERN ROOF OR FLOOR C> C7 <br /> FILTER FABRIC WALL #4 BARS @DOWEL D LJJ <br /> \ SHEATHING #4 BAR @ 12'O.C. SSM @ 12.0.C. Q�C LO W <br /> TYPICAL RETAINING WALL SCHEDULE <br /> A35 CUP @ 24.0.C. '9 (NO SCALE) - ". AS <br /> ■■ o <br /> (3)125 AT 6°O.C. '1,' <br /> >=� DRAG JOIST PER PLAN Height BASE .FOCOCE SS HEEL S. TOE HEEL RELNF. TOE REINF. WALL REINF 3 <br /> ALL <br /> BOUNDARY NAILING a <br /> PER SHEAR WALL TABLE m ie m m a <br /> ON S� DBLTOP PLATES 2'to 4' 16 7.50 4 8 4 SEE NOTE 6 SEE NOTE 6 #4@14"O.C. <br /> 66 <br /> I <br /> 6'to 6' 46 TO 18 8 20 #4 @ 9"O.C. #4 @ 9"O.C. 44 @ 12"O.C. <br /> SHEAR WALL PER PLAN <br /> 7to8' 62 10 30 8 24 #4@9"O.C. #4@9"O.C. #4@9"O.C. <br /> NOTES: <br /> 1)ALL REINFORCING GRADE 60. <br /> SHEAR WALL BELOW FLOOR DRAG JOIST/RAFTER 2)5-1/2 SACK CONCRETE MIX(Pc=2500 psi MIM. cn <br /> J <br /> 3 (NO SCALE) 3)SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE COMPACTED TO MINIMUM <br /> RELATIVE COMPACTION OF 90%FOR FILL AND 95%FOR SLAB SUPPORT. Q <br /> • <br /> — <br /> MINIMUM RELATIVE COMPACTION IS THE RATIO,EXPRESSED IN )""' <br /> PERCENTAGES,OF THE COMPACTED DRY DENSITY TO THE MAXIMUM DRY LJJ <br /> DENSITY,AS DETERMINED IN ACCORDANCE WITH ASTM TEST DESIGNATION D 1557-91 � <br /> (MODIFIED PROCTOR). ct Q <br /> 4)EQUIVALENT FLUID PRESS=35 PCF. CC 7,1 <br /> 5)SOIL BEARING CAPACITY=2000 PSF. = = <br /> 6)HOOK THE WALL REINFORCEMENT INTO THE FOOTING. I— <br /> R00FBM C.) <br /> PER PLAN <br /> CC <br /> 6 x 6 POST ~ <br /> PER PUN(TYP) (2)1"R M.B. o I--C/) z . <br /> I. <br /> i.°0 M.B. <br /> irk2.5 TYP) ,iIEfi <br /> 7C 4 ' <br /> ® CC066(NP) mominio <br /> TRANSFER BM PER PLAN ROOF BM Cys I- -1.")I R <br /> t� TRANSFER BM PLAN VIEW PER PLAN . ' 1''' <br /> ./�11�\ H2.5 @EACH RAFTER RAFTER PER PLAN °'O &" <br /> <'� <br /> � .,.,'—, i'0 M.B. <br /> ,I/,�'�, -- 71• ..0„.44,4281 TRANSFER BM PER PLAN G. fi X 6(POST PER PLAN)ROOF SUPT BM 'II 1101711 <br /> IIp� ECC06611 PROJECT# <br /> ROOF BM / IU (2)g°0M.B. P10-1769 <br /> PER PLAN) 6 x 6 POST PER PLAN ROOF BM BACK SUPT <br /> TYPICAL ROOF COVER SUPT DETAIL 4C NO SCALE SHEET NO <br /> 4 ALL BOLTS:ASTM A307 GALV.M.B. -.�` <br /> / NO SCALE W/0.190'GALV.WASHER <br /> 4A ROOF COVER SUPT DETAIL <br /> NO SCALE /� , <br /> S I= <br /> / 4// <br /> S-3 . 1 <br />