Laserfiche WebLink
ADJUST STW FRAMING <br /> AS REQUIRED <br /> trh7�/ -- -- - TOP REINF.PER TO EACH MEMBER wl HALF OF TO EACH ME BER wEHALF OF F' <br /> (2)Zx STUD-NAIL SHEATHING <br /> SHEATHING NAILS <br /> PLAN I I SHEATHNN (NAILS <br /> III+-III STRAP HOLD DOWN PER PLAN STRAP HOLD DOWN PER PLAN <br /> ---�) - I- - CONT.TOP PLATE PER IB/SO6 LU a <br /> ' O APPLIED OVER SHEATHING APPLIED OVER SHEATHING t o t- <br /> i-M1IUDSILLPER PLAID- <br /> _ I! I <br /> G Q- ANCHOR BOLTS PER 11506 ANCHOR BOLTS PER 1/S06 U J7w <br /> it I1 't 'I d' STEM WALL PER I( Q i <br /> I o' "I •.I 'NO NAILS I FOUNDATION PLAN STEM WALL PER <br /> FOUNDATION PLAN i.- <br /> I .. <br /> Yl ru t �--.-I I - ." - - '. I I •I'. BOTTOM 2 '_'- :: d. <br /> ` \ d d I NAILING OLE CI r <br /> PANEL EDGEHOLES' <br /> I ______ <br /> \\ M S' <br /> 24 24 <br /> � <br /> @VENT OPENING r'.ItIk160ARp <br /> PER FLAN N. a <br /> LOCATE VENTS BETWEEr:-- - - a•I" PANEL EDGE <br /> JOISTS&1'-0"MIN.FROM <br /> ;ADD'L VERT,REINF. • NAILING .' <br /> HOLDOWNS&POINT LOAL - FULL HEIGHT <br /> (HALF EA.STUD) <br /> O - d <br /> 4. <br /> -- ------�{ HEADER PER PLAN <br /> ;i .Ii e <br /> FOOTINGS AND STF.1.1-�" (EXTEND TO CORNER) � ( <br /> WALLS PER PLAN • <br /> 20 19 PER PLAN <br /> --- ((2)2x MIN) (2)2x 1 •7 <br /> 16 <br /> a .I <br /> ADD'L STUD z Zi" <br /> 3'-0"MIN. D a (2)2x STUD-NAILS HBATHING u" <br /> HOLD DOWN PER PLAN TO EACH MEMBER w/HALF OF <br /> SHEATHING NAILS <br /> (APPLY OVER BREATHING) a ' <br /> PER PLAN STRAP HOLD DOWN PER PLAN ( � <br /> ANCHOR BOLTS PER 1/SO6 APPLIED OVER SHEATHING <br /> POST PER PLAN <br /> 2x STUD WALL PER PLAN <br /> P.T.2x6 MUDSILL UNO (2)2x6 PT MUDSILL SOLID BLOCKING <br /> � <br /> SLAB ON-GRADE - o .• e • • - i , 2 --_ <br /> 0 0 ' <br /> ALL 111REAU 1'ILI-PEF I- ANi� BLAB-ON-GRADE s/e'R1 ALL-THREAD VY/PLATE <br /> PER PLAN i" PER PLAN WASHERS PER VS06 AND 2/z" '�� <br /> i 2)- IPSON"'l EP X( EMBED 1 1 <br /> ` x (NO SPEG[Ai IN'I->•-i:I u,N REO'UI 8"STEMWALL UNO #4 @ 16"oc, SIMPSON SET EPDXY EMBED 1 <br /> 0 HORIZ (NO SPECIAL INSPECTION REO'D) <br /> LIMAL FOOTING ------- <br /> _ - REINFORCING �i W <br /> -- tYi TYP. - <br /> I ADD'L BARS TO - #4 @ 16"oc,VERT <br /> ��-- -` - MATCH NORMAL FOOTING PER 1IS07 (HOOK AROUND 0 <br /> REINFORCING _ / <br /> FTG.REINF.) <br /> L I, <br /> STEM WALL PER <br /> OF EXCAVATION • - FOUNDATION PLAN �../ <br /> p STEM WALL AND FOOTING Q <br /> PER 1/S07 <br /> ANCHOR BOLTS PER t/SO6 <br /> STEP IN FOOTING ---- J <br /> i 14 13 12 11 j O w - <br /> W m <br /> I <br /> z SHEATHING PER USOS SHEATHING PER 11508 Q l <br /> NAILING GM BOUNDARY <br /> PROVIDE SQUASH BURG NAILING DIAPHRAGM BOUNDARY NAILING Z_2x STUD WALL PER PLAN <br /> 2.STUD WALL PER PLAN UNDER POSTS AND BUILT UP <br /> PT 2xe MUDSILL RIPPED TO STUDS ABOVE(MATCH SIZE PROVIDE SQUASH BORG -12d 3"b <br /> MATCH STEMWALL WIOTH W/ ABOVE) UNDER POSTS AND BUILT UP @ <br /> A.B.'S AND PLATE WASHERS FACENAIL PER 1/SO6 STUDS ABOVE(MATCH SIZE —_ <br /> PER 1/SO6 ABOVE) <br /> SHEATHING SHEAR WALL EDGE NAILING <br /> - SHEATHING PER PLAN NAILS @ 41.0c SHEATHING PER PLAN <br /> I 4 I SPLICE SHEATHING LLf <br /> i <br /> PANEL EDGE NAILING W> <br /> IW <br /> JOISTS PER PLAN JOISTS PER PLAN II 11 SHEAR WALL EDGE NAILING LL <br /> UNBALANCED FILL I JOISTS PER PLAN O <br /> JB210A HANGERS 2x BLOCKING @48'oc <br /> (NOT REQUIRED IF <br /> STEM WALL&FOOTING UNBALANCED FILL<1'-0") 2x RIM BOARD <br /> (2)LAYERS BUILDING PAPER PER 1/SO7 U <br /> BETWEEN JOISTS&STEM WALL UNBALANCED STEM WALL AND FOOTING W Z <br /> FILL _ PER 1/S07 Q <br /> SEE 61507 r ~ <br /> F"n I !'.; FOR CALL-0UTS _U <br /> 0 it 1 9�11 IN COMMON <br /> - - _ -- --- - V 6 <br /> 2z BLI::t.;I:.. .::.I- BEARING WALL 2x6 P.T.PLATE W1 <br /> SPAS;!- ;�_ (WHERE OCCURS) MUDSILL ANCHORS <br /> SEARINGL-O�i .I_ PER VS06 <br /> ALT.MUDSILLANCHUR <br /> 2x STUD WALL PER PLAN SHEATHING PER 1/SO6 <br /> 2x6 P.T.PLATE � <br /> w/A B's AND PLATE F <br /> ____._ ......_.._ _..-. C <br /> WASHERS PER 1/S06 <br /> BEAT.I L n I l�i., MUDSILL PER 1/S07 4'-0"MAX m <br /> PLAN SIZE REINFORCING CIE I✓.II PANEL EDGE NAILING UNBALANCED <br /> C LI REFERENCE POST PER PLAN Ir4 TOP(LOCATE IN TOV FILL r <br /> q NO REINF. 12"OF STEMWALL) <br /> ALLOUT <br /> ...__-_- _. f M 3 ! SLAB-ON-GRADE —_ <br /> MEMBER (2)LAYERS BLDG PAPER BTWN PER ARCH'L SLAB-ON-GRADE w <br /> 18 18"s x 12"thick POST AND CONC. DRIVEWAY PER ARCH'L PER PLAN #4 @ 36--,VERT.HOOKED BAR a <br /> u - <br /> --_ IC <br /> 24) 24"sq x 12"thick (2)#4 EA VVA1 ; MA81: !t J `J7 ;;� #4 @ 24"oc,HORIZ, ci <br /> BO M CLIU 0! N I y"Iq�`( W <br /> 0 30'sgx1L iliick (3)#d EA.LVAY �'. :'•. - -� ` <br /> MIN.G(N,UhII S'i - i„ I��I �' -� 0 <br /> _.. BOTTOM_.. _ <br /> N <br /> -.... FOOTING 1..��.<_.. <br /> 4#4 EA Lvvv (1)#4,BOTTOM <br /> DD 36'sq x 12 thick () PER PLAN m COMPACT STRUCTURAL <br /> o <br /> -; BOTTUN7 I::_ FILL m ... <br /> a2'sq x t2-Nlck (5)94 EA.WA-1 BOTTOM REINF.PER 1/S07 <br /> T—MWALLANDFOOTING <br /> PER 11807 4y" 6" 4Y2'7YP. <br /> III,II 3 S07 <br /> 51 4 3 2 1 <br />