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ADJUST STUD FRAMING-l. r.. <br /> / AS REQUIRED <br /> (2)2x STUD-NAIL SHEATHING <br /> I TOP REINF.PER7 I (2)2x STUD-NAIL SHEATHING <br /> < -- TO EACH MEMBER w/HALF OF TO EACH MEMBER W HALF OF I= <br /> 7 1 \' PLAN SHEATHING NAILS SHEATHING NAILS N of <br /> } CONT.TOP PLATE PER 1B/S06 I I W <br /> STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN =G <br /> /—MUDSILL PER PLAN- i a APPLIED OVER SHEATHING APPLIED OVER SHEATHING <br /> d `--Z <br /> li I w2 <br /> y - — •• ANCHOR BOLTS PER 1/SOfi ANCHOR BO TS PE _ - > <br /> JS <br /> ul r d v ° v ° e e STEM WALL PER STEM WALL PER V J <br /> O o ° _ [ANCHOR <br /> L R1/SOc_ <br /> ----- I1 -- i <br /> °NO NAILS BOTTOM 2 •• FOUNDATION PLAN FOUNDATION PLAN p• =w <br /> 2 <br /> L-------- PANELEDGE HOLES' n r <br /> NAILING <br /> 24p--- <br /> 01 <br /> VENT OPENING I .RII✓i HCIHRD ,{. 4 <br /> IPER PLAN <br /> JOCATE VENTS BETWEEN - I - y PANEL EDGE <br /> OISTS&V'0"MIN.FROM ADD, <br /> L VERT.REINF. ° s e ° ° ° NAILING <br /> _ <br /> I <br /> NA ' <br /> -' FULL HEIGHT „ <br /> HOLDOWWS&POINT LOAI Vl <br /> V d d- (HALF EA.STUD) 1y" <br /> I o <br /> i <br /> /' -_- _-- HEADER PER PLAN <br /> FOOTINGS AND STEM�� (EXTEND TO CORNER) <br /> WALLS PER PLAN ° ----20 19 PER PLAN <br /> - -_-___— -__— ((2)2x MIN.) (2)2x 1 16 (7 h <br /> ADD'L STUD z J.1 _ <br /> If'-V'MIN. D a (2)2x STUD-NAIL SHEATHING L1" <br /> HOLD DOWN PER PLAN TO EACH MEMBER w/HALF OF <br /> (APPLY OVER SHEATHING) SHEATHING NAILS n T. <br /> PER PLAN STRAP HOLD DOWN PER PLAN 1 h <br /> ANCHOR BOLTS PER 1/S06 •• •• APPLIED OVER SHEATHING <br /> POST PER PLAN------ <br /> 2x STUD WALL PER PLAN <br /> P.T.2z6 MUDSILL LINO SOLID BLOCKING ;mu E• st <br /> • (2)2x6 PT MUDSILL T«W1L 115-� <br /> o --__— <br /> -I AE GN-G FlAOE-- SLAB-ON-GRADE WASHERS PER VS05 AND 7y" <br /> �- P •0° •n• Yq'p ALL THREAD W/PLATE -- <br /> 1 <br /> PER PLAN ( ALL IIL I'r 1 h F'1 AND I PER PLAN 12 <br /> , <br /> 1 P EMBED 0 1 <br /> #4 @ 16"oc, SIMPSON SET EPDXY EMBED <br /> I L I.ii.....1 K,i'NCQ'DI I HORIZ (NO SPECIAL INSPECTION REQ'D) _ <br /> IN,., - -- _ 8"STEMWALL LIND <br /> � u I ZORMALFOOTING . 11 <br /> I % REINFORCING cotI`J <br /> %'TYP. J �i <br /> ADD'L BARS TO <br /> REINFORCING NORMAL FOOTING PER 1/S07 FTC.R A O'ND <br /> (HOOKSMATCH @ 1"oc,VERT IhTEM <br /> \ NE OF EXCAVATION LSTEM WALL PER <br /> ;:;�F.i011l:r3 N-L1 PR /y WALL AND FOOTING ______' FOUNDATION PLAN <br /> �-'+I I IV�LI <br /> PE > <br /> ANCHOR BOLTS PER 1ISt)6 W <br /> STEP IN FOOTING ---- — O 15 w I 14 13 12 11 <br /> -- -_ _—----_ -- SHEATHING PER 17506 uj <br /> � a <br /> SHEATHING PER 1IS16 <br /> DIAPHRAGM BOUNDARY <br /> PROVIDE SQUASH LK'G <br /> DIAPHRAGM BOUNDARY NAILING NAILING � 2.STUD WALL PER PLAN <br /> B <br /> PT 2x8 MUDSILL RIPPED TO 2x STUD WALL PER PLAN UNDER POSTS AND BUILT UP <br /> STUDS ABOVE(MATCH SIZE PROVIDE SQUASH BLK'G <br /> MATCH STEMWALL WIDTH W/ ABOVE) UNDER POSTS AND BUILT UP —120 @ S.P <br /> AB.'S AND PLATE WASHERS FACENAIL PER 1/SO6 STUDS ABOVE(MATCH SIZE - _...— <br /> PER 1/S06 AS <br /> MUUSILL PE 1 SHEATHING SHEAR WALL EDGE NAILING <br /> SHEATHING PER PLAN NAILS @ 4"oc SHEATHING PER PLAN <br /> itT SPLICE SHEATHING Lu <br /> �_ Lu <br /> err r PANEL EDGE NAILING > <br /> 1 L1J <br /> JDIS I:;PER f'L,+N-` JOISTS PER PLAN JOISTS P7PLANi i SHEAR WALL EDGE NAILING U) LL <br /> UNBALANCED FILL I JOISTSJB210A HANGERS 2x BLOC <br /> ° (NOTREQUIRED IF !71118 <br /> STEM WALL&FOOTING UNBALANCED FILL<1'-0") 2x RIM BOARD(2)LAYERS BUILDING PAPER PER 1IS07BETWEEN JOISTS&STEM WALL ALANCED `STEM WALL AND FOOTING W z <br /> bq FILL .I PER VS07 p <br /> ti E I u; �. I SEE 6/507 . <br /> 0 F- <br /> FUR CAI L Gl,i FOR'ALL OUT" <br /> U <br /> 1 O IN LOMMUN O IN COMMON <br /> (� 6 0 <br /> 2,BLOCKINr I.J,11;:1 BEARING WALL 2z6 P.T.PLATE W/ D <br /> SPACE-S(EH SI'AI:•..-�,'J:1f:l:�: (WHERE OCCURS) MUDSILL ANCHORS <br /> BEARINI13 WALL r,iry�..,.,r,l PER 1/S06 <br /> ,:.. -..... -= ALT.MUDSILL ANCHOR <br /> 2x STUD WALL PER PLAN SHEATHING PER 1/SO6 2.6 P.T.PLATE <br /> wI A.T. <br /> AND PLATE 2 <br /> WASHERS PER 1/SO6 <br /> k <br /> PLAN l t BE.,FL.-Li,I: O UNBALANCED <br /> MUDSILL PER VS07 4-0 MAX m <br /> CALLOUT SIZE REINFORCING REFERENCE POST PER PLAN PANEL EDGE NAILING #4,TOP(LOCATE IN TOP N <br /> I— E. JIII- - 12"OFF f <br /> _.._._ .1(4 I f FH SLAB-ON-GRADE FILL <br /> P LAYERS CONC. <br /> PAPER BTWN <br /> MEMBER PER ARCH'L PER PLAN <br /> w <br /> �8) 78'sy x t2 IhrcA NO REINF. POST AND CONC. DRIVEWAY PER ARCH'L PER PLAN In #4 @ 36'oc,VERT.HOOKED BAR n <br /> 24 v 24'sgz 12 thick (2)#4 EA WA MAB I L _ @ oc,HORIZ. <br /> CLIP EA _ <br /> BOTTOM U.O.N ON FI N'..t. i - �'-(� #4 24" u <br /> _ v 30'sgx12"lfnck (3)#4 EA.WAY G <br /> ICLVL. <br /> BOTTOM - MIN.CONI,NAIL; , � G. <br /> --- - - - FOOTING (1)94,BOTTOM �• N <br /> 36 - 36'sq x 12"thick f4)#4 EA.WAY _ PER PLAN COMPACT STRUCTURAL ! <br /> BOTTOM i _- REINF.PL.I'L•\N x � FILL -` m <br /> — <br /> r/� I 42"sq x 12"thwk (5)#4 EA.WAY j REINF.PER 11807 -- <br /> BOTTOM -STEM WALL AND FOOTING <br /> PER 1/S07 T4YZ6" 4y2'TVP. O <br /> 5 4 3 2 1 <br />