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CONT. TOP PLATE PER <br />I5/55.2 FASTEN TO HEADER <br />W/12d ® &"®c <br />HEADER PER PLAN <br />k` i � ✓� <br />/V <br />2x CRIPPLE vI v ;J� ✓, <br />STUDS cD 1610c. <br />(2)2x HEADER --, <br />"1-1,* / p <br />< 11< I <br />- <br />I <br />I0 <br />I <br />o <br />0M5T0I(bx45" (BLOCI6 <br />a <br />° <br />BEHIND, NRAP AROUND <br />a <br />a <br />CORNER AS REO V) PER PLAN <br />o <br />a <br />((2)2x MIN.) <br />a <br />O <br />ADD'L STUD <br />O <br />a <br />a <br />O <br />HOLD DONN PER PLAN <br />a <br />a <br />(APPLY OVER 5HEATHING) <br />a <br />a <br />ANCHOR BOLTS PER 1/5�100 <br />PER PLAN <br />® 6 <br />- <br />o 0 0 0 0 <br />0• y <br />0 <br />` <br />0 <br />4 <br />Q <br />® <br />_ 4 <br />wY <br />v _° <br />FOOTING <br />PER I/5800 <br />4 <br />a <br />a <br />cl <br />WIN <br />W <br />PANEL EDGE <br />NAILING <br />PANEL EDGE <br />NAILING <br />FULL HEIGHT <br />(HALF EA. STUD) <br />--#4 c9 W'oc, <br />HOR I Z <br />11 TYP. <br />— 4 ® lb"®c, VERT <br />(HOOK AROUND <br />FTC. I NF.) <br />(2)2x STUD - NAIL 5HEATHIN6 <br />TO EACH MEMBER vd/ HALF OF <br />5HEATHING NAILS <br />HDU HOLD DONN PER PLAN <br />W A.B. PER 51 MP50N <br />STRONG TIE <br />II <br />ANCHOR BOLTS PER I/SclOO <br />STEM WALL PER <br />FOUNDATION PLAN <br />11 eli�E < <br />It II <br />EI <br />1I • 1I E° - <br />I 4, <br />4 <br />e' a . <br />2 <br />4- <br />w <br />(FACE NAIL PER O <br />Gl SHEAR <br />-LOCATE SPLICE ca CENTERLINE <br />OF VERT. STUD, TYP, <br />HEADER PER PLAN <br />T <br />NAIL <br />c TOENAILS <br />EA. END <br />STRAP HOLD DONN PER <br />PLAN INHERE OCCURS) <br />PANEL EDGE NAILING <br />PER SHEAR NALL <br />SCHEDULE <br />STUDS PER PLAN <br />PANEL EDGE NAIL <br />PER SHEAR NALL <br />SCHEDULE <br />STUDS PER PLAN <br />who <br />STUDS PER PLAN <br />VI)2x U.O.N.] <br />l <br />90 <br />IN <br />PANEL EDGE NAILING <br />PER SHEAR NALL SCHEDULE <br />FACE NAILING PER <br />SHEAR NALL SCHEDULE <br />HOLD DONN AND ADD'L <br />STUI;� PEP, PLAN <br />SWEA&­ <br />1(AHERE OCCURS),!,FAR NALL SCeldEQUI-M <br />JI <br />SHEAR NALL SCHEDULE <br />(IN ACCORDANCE IN/ ANSI/AF4PA 5DPN5-2015 SECTION 4.5) <br />9 <br />MINIMUM !MOTH OF <br />NAILED FACE OF <br />FRA1PANEIN6 <br />ANCHORAGE TO <br />SEISMIC <br />NINO <br />PANEL® <br />L ED& 5ININ6 <br />lull <br />CONCRETE <br />CAPACITY <br />CAPACITY <br />O <br />NALL <br />EDGE <br />51NGLE <br />BUILT-UP <br />MUDSILL <br />FACE <br />FRAMING <br />ANCHOR <br />MUDSILL <br />h/b 2 <br />h/b = 2 <br />TYPE <br />SHEATHINS <br />NAILING <br />MEMBER <br />MEMBER <br />PLATE <br />NAILING <br />CLIPS <br />BOLTS <br />ANCHORS <br />h/b 5.5 <br />h/b 5.5 <br />PI-6 <br />I SIDE <br />®c <br />2x <br />2x <br />2x <br />oc <br />Asa ® 50"oc <br />®r <br />11 <br />/� O ® (50®c <br />MA5AP ® 52 oc <br />240-plf <br />240-plf <br />L i P5 ® 2&"®c <br />1�4-plf <br />1q4-p1f <br />PI-4 <br />151DE <br />41or- <br />2x <br />2x <br />2x <br />4"oc <br />A55 ® 20"oc <br />or <br />5/e,° ® 46°®c <br />MA5AP ® 36°®c <br />550-plf <br />550-pif <br />LTP5 ® 15°°oc <br />54®p1f <br />254®plf <br />(D 'i(6"OSB or Is/52" PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINII-lUM PANEL SPAN RATING OF (24/0). PANELS SHALL <br />NOT BE LE55 THAN 4'x5', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL. EDSE5 OF ALL PANELS SHALL BE SUPPORTED BY <br />AND FASTENED TO FRAMING MEMBERS OR BLOCi ;ING. (SECTION 4.5.1.1.1) <br />�2 PANEL EDGE NAILING APPLIES TO ALL 5HEAi"HIN6 PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMINS MEMBERS KITH SHEATHING <br />NAILS ® 1211oc. MAXIMUM STUD 5PACING SHALL BE lb"oc. SHEATHING NAILS SMALL. BE 0.151"0 x ::ZY2". PLYNOOD EDGE NAILING SHALL BE <br />5TA&ISSERED. NAILS SMALL BE LOCATED AT LEAST /g° FROM THE PANEL EDGE5. (5EGTION 43.1,1.2. SECTION 43. C.13) <br />I !I <br />II o <br />I 1 <br />I i J/811 I P <br />I INTERMEDIATE <br />i 1 MIN i i NAILING <br />II II <br />li II <br />I I lol <br />I l <br />I <br />11 !I <br />-----xs-- I - - ---7-1 a -------a <br />PANEL EDSE NsAILIN16 PER <br />SCHEDULE (5TA&ISE D) <br />® THE MINIMUM NOMINAL P41PTH OF THE NAILED FACE OF FRAMING AND 5LOCKIN6 AT ADJOINING PANEL ED5E5 SHALL BE AS INDICATED IN <br />THE SCHEDULE. (SECTION 43.1.1.4) <br />SINGLE MEMBER (FLATINSF) <br />MIN ADJOINING <br />PANEL EDCPES <br />® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN <br />MEMBER MINIMUM OF IY:2". FRAMING NAILS SHALL BE 0.151"0 x 5y/4". 0.151"4)x5" NAILS MAY BE USED WHEN 5TITCHINS TOGETHER (2)2x <br />MEMBERS KITH NO SPACERS. <br />® AT ADJOINING PANEL EDSE5 NHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAIL INS CANNOT BE ACCOMPLISHED, <br />FRAMINS CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS. <br />LAP OPTION A55 OPTION LTP5 OPTION <br />® ANCHOR BOLTS EMBEDMENT SHALL BE -l", U.O.N. ALL ANCHORS SHALL HAVE 5" x 5" x 0.221-1" PLATE NASHERS. PLATE NASHER SHALL <br />EXTEND TO NITHIN }s211 OF THE EDGE OF THE BOTTOM PLATE ON THE 51DE KITH SHEATHING. IF 5HEATHINS 15 ON BOTH SIDES OF THE NALL, <br />STAGGER THE ANCHOR BOLTS, AS REGUI -D, 50 THAT HALF OF THE PLATE NA5HERS ARE NITHIN J2'° OF THE EDGE OF THE BOTTOM <br />PLATE ON EACH SIDE. HOLE IN PLATE NASHER5 MAY BE DIAGONALLY SLOTTED. (SECTION 4.5.6.4.5) <br />ALTERNATIO/ELY, SIMFSON STRONG TIE MUDSILL ANCHORS SHALL BE INSTALLED IN ACCORDANCE KITH MANUFACTURE'S PROCEDURES AND <br />E5R-2555. <br />ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br />Y211 MAX _ <br />SIIxSilx®.��—I" <br />PLATE WASHERS <br />I I <br />I I <br />CONCRETE STEM CONCRETE STEM <br />NALL PER PLAN NALL PER PLAN <br />P.T. MUDSILL P.T. 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