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M <br />ROOF BOUNDARY NAILING <br />p <br />PER DIAPHRAGM SCHED <br />1 <br />V <br />SW EDGE NAILING <br />a <br />2X BLOCK@ EA BRACE ATTACH <br />w0 <br />O <br />WI 161EA END <br />U <br />ROOF BOUNDARY NAILING <br />(4) 10d TO BLKG <br />SHEAR WALL ABOVE <br />(� <br />yy•��(^ <br />W,J <br />D� F <br />PER STRUCTURAL NOTES <br />EDGE NAILING PER <br />STRUCTURAL NOTES <br />PER PLAN <br />H UJ <br />2X4 BRACE @ 48 OC W1(4) 1 Od <br />ROOF SHEATHING PER <br />BEVELED BLOCKING W/ <br />O. <br />LDS <br />AT TOP AND BOTTOM <br />STRUCTURAL NOTES <br />FLOOR DIAPHRAGM PER <br />EDGE NAILING FROM RF <br />Y <br />TYP ROOF TRUSS <br />STRUCTURAL NOTES <br />DIAPHRAGM <br />W <br />OVERFRAMING PER PLAN <br />(� <br />H W <br />U <br />H1 CLIP EA TRUSS <br />OR <br />EXTEND SHEARWALL SHTG <br />H1 @ EA TRUSS <br />FLOOR JOISTS PER PLAN <br />MONO -TRUSSES PER PLAN <br />�✓ <br />> <br />A35 PER SW SCHEDULE <br />OVER GABLE END TO ROOF <br />SOLID BLOCKING W! <br />O K <br />DIAPHRAGM <br />2X BLKG OO NAIL TO BRACE <br />TIGHT -FIT VENTED BLOCKING Wl <br />1%x1P/, LVL COLLECTOR <br />NAILING FROM BEVELED <br />BLOCK PER BASEPLATE <br />2 N <br />@ 48 <br />EDGE NAILING FROM RF DIAPHRAGM <br />BEAM <br />TIGHT FIT, 2X BLKG <br />PER STRUCTURAL NOTES <br />NAILING ON SW SCHED <br />//yyyy <br />// <br />w o <br />BEVELED AS REQUIRED <br />A35 BLKG TO TOP PLATE <br />PRE -FABRICATED ROOF TRUSSES <br />A35 COLLECTOR BEAM TO <br />FLOOR FRAMING PER <br />H q <br />r7 <br />WI VENTS PER PLAN <br />SHEARWALL CLIPS PER SHEARWALL <br />PER TRUSS MANUFACTURER <br />SW PER SW SCHED <br />PLAN <br />SCHED (BOTTOM CHORD TO TOP PLATE) <br />A35 PER SW SCHEDULE <br />INT SW WALL PER PLAN <br />LU526 HANGER EA <br />M <br />2i N <br />TRUSS <br />EDGE NAILING TO TOP PLATE <br />LU : <br />SHEAR WALL PER PLAN <br />FLUSH BEAM PER PLAN <br />> <br />BASEPLATE C PER <br />Lj <br />Q W <br />CH <br />SHEARWALL SCHED <br />SOLE PLATE CON PER SHEARWALL SCHED <br />h F <br />EDGE NAILING TO SOLE PLATE <br />EDGE NAILING <br />(4) 1Dd TO BLOCKING <br />D <br />BASEPLATE <br />o <br />FLOOR DIAPHRAM SHEETING <br />CONT RIM JOIST <br />PER STRUTURAL SHEET <br />SHEAR FLOW <br />HEAR FLOW <br />SHEAR FLOW <br />N <br />FLOOR FRAMING PER PLAN <br />JOIST PER PLAN <br />S1 RF DIRECTION CHANGE TO SW NTS <br />S1 NTs <br />F RDAPHRAGM COLLECTOR <br />3 SW TO LO RF <br />NTs <br />vsrn esTANP <br />FLOOR BOUNDARY NAILING <br />SHEAR CLIPS PER <br />PER DIAPHRAGM SCHED <br />SHEARWALL SCHEDULE <br />CONE RIM JOIST <br />W M. <br />JOIST BLOCKING PER PLAN <br />G q <br />EDGE NAILING TO TOP PLATE <br />SHEARWALL CLIPS PER SHEARWALL <br />RSW FRAMING ABOVE PER <br />SCHED (BOTTOM CHORD TO TOP PLATE) <br />2'-U' WIDE x 8" THICK STEM WALL <br />DETAIL 6/S1 <br />W/ #4 VERT CORNER BARS <br />EDGE NAILING TO TOP PLATE <br />(2)#4 VERT MID BARS <br />442�,"R6c <br />TES @2" 100 TOP & ELM <br />WW�(8W#4 VERT CORNER BARSIDE x 8" THICK STEM ALE <br />sTca�' <br />#9 @ 1TIES <br />S/CNAL EN <br />MIN. <br />2x TOP PLATE <br />SOLE PLATE NAILING PER SHEARWALL SCHED <br />(3) #3 TIES @ 6" OCT OP & BTM EA <br />6/13/2024 <br />BASEPLATE CONN PER <br />HOLDOWNS PER PLAN <br />HALF -#3 TIES TO MATCH <br />SHEARWALL SCHED <br />(4) 10d TO BLOCKING <br />. . . . . . . <br />HDR PER PLAN (4x10 MIN) W/ <br />p-D,� ,_u,� <br />AROUND MID BARS FROM EA HALF <br />FLOOR DIAPHRAM SHEETING <br />SIDI EA WAY - D <br />1D @O <br />_W z;', MIN MIN <br />#3 TIES @ 12" OC MID <br />EDGE NAILING TO <br />PER STRUTURAL SHEET <br />END OF SHEAR WAN <br />I� �. <br />BASEPLATE <br />-;� <br />GARAGE SLAB PER PLAN <br />JOIST PER PLAN <br />FLOOR BOUNDARY NAILING PER <br />FLOOR BOUNDARY NAILING <br />TIGHT -FIT 2x BLK'G <br />STRUCTURAL NOTES <br />PER DIAPHRAGM SCHED <br />® <br />or <br />PERP FOUNDATION BEYOND <br />" <br />PRESSURE TREATED SILL PER W/ <br />o . 2X BLKG @48" OC <br />UDS W/ <br />3. <br />I I <br />AS PER SHEAR WALL SCHEDULE <br />SHEARWALL CLIPS PER SHEARWALL SCHED <br />-7 <br />.: <br />10)tl @ 4i OC EA STUD <br />- <br />CONT FTG W/ (2) #4 TOP 8 BTM <br />D,�„ D' „� <br />SHEAR CLIPS PER <br />PRESSURE TREATED SILL PLATE <br />--------- - -, <br />U) <br />SHEAR WALL SCHEDULE <br />PER SHEARWALL SCHED <br />APA RATED SHEATHING <br />(3) 2x STUDS W/ <br />77 <br />FIRM BEARING SOIL <br />—I <br />AS EMBEDDED = 7" MIN <br />PER SW SCHEDULE <br />1 Od @ 3" OC EA STUD <br />J <br />FOUNDATION PER PLAN <br />FOUNDATION PER PLAN <br />(BOTH SIDES) <br />� 1_ - -� ----------- --- <br />Q <br />ANCHOR BOLTS WI <br />W <br />4'-0" <br />7 <br />MIN 7' EMBED <br />I:_ _________ ___. ____ _ __ <br />❑ <br />MAX. <br />LLI <br />APA RATED SHEATHING <br />0 <br />HOEDOWNS PER PLAN <br />PER SW SCHEDULE <br />SO0 <br />O <br />� <br />Z J <br />DEL 2x SOLE PLATEWI <br />TYPICAL SHEAR <br />FLOW <br />2 TYPICAL SHEAR FLOW <br />V+-.A <br />and @ 3° oc STAGGERED <br />RAISED SHEAR WALL (RSW) <br />Q <br />S1 FRAMING PERP "TS <br />51 FRAMING PRLL <br />51 SECTION VIEW "Ts <br />�' Q <br />W <br />_1 <br />(2) 5/8" ANCHOR BOLTS W/ <br />MIN 7" EMBED <br />LL. <br />U) <br />8 RSW FOUNDATION <br />" <br />J li <br />2'-0"WIDEx B"THICK STEM WALL <br />S1 @SHARED WALL <br />"Ts <br />[� <br />W/#4 VERT CORNER BARS <br />(3)#3TIES <br />�� <br />(2) #4 VERT MID BARS <br />W OCTOP <br />_ <br />(3) #3 TIES @ 6" OC TOP &BTM <br />t— <br />0. - <br />#3 TIES @ 12" OC MID <br />#3 TIES @ <br />1T oc, TYP <br />GARAGE SLAB PER PLAN <br />CONT FTG W/ (2) #4 TOP & BTM <br />(3) #3 TIES <br />v / <br />® 6" DC BTM <br />FIRM BEARING SOIL <br />W <br />2 � <br />N� <br />Uj <br />2. <br />UjQ7>O <br />✓ <br />O <br />oDO <br />O <br />Z <br />j W <br />O <br />N W Z <br />LOL <br />L� <br />r <br />[6� RAISED SHEAR WALL <br />(RSW) <br />� <br />S1 ELEVATION VIEW <br />NTs <br />H Z_ � <br />ZI"W <br />�co <br />CVO <br />0 <br />z)t.W <br />W <br />Z <br />JPBTATEJOB# <br />BASEPLATE NAILING <br />1806 <br />TYPICAL DETAILS 9-13 ARE NOT REFERENCED <br />WITHIN THE PLAN SET BUT <br />PER sw SCHED <br />DRAM BY, <br />dgG <br />cNEcxeD <br />BY: <br />HOZ P N <br />J J p PER PLAN ',i1 <br />SHALL BE UTILIZED WHEREVER APPLICABLE, UNLESS NOTED OTHERWISE <br />amg <br />r If <br />r��4 <br />REVISION DATE'. <br />DESCRIPTION: <br />-. <br />1 FD TO TOP I 1 <br />6/13/2024 <br />VERSION 1 <br />I PL PER 1 1 <br />,._ <br />SW-SCHED <br />SWSCHED�b. <br />FLOOR DIAPHRAGM <br />--- Tr <br />PER STRUCT NOTES <br />- -M•1 <br />- -1 <br />- <br />(BJ 18tl EA SIDE. EA <br />1 I' <br />.Eli <br />BLKG/ EDGE <br />BEAM PER PLAN <br />BEAM PER PLAN <br />SPLICE (16 TOTAL) <br />11( 10 ril li <br />li li Ir SHEATHING EDGESN$ <br />16tl Ca112" OC <br />DEL TOP PLATE PER <br />Iw�- r <br />"+ <br />IIiLLa�l <br />EDGE RAILS .III Ih1 PER SW SCHED <br />C <br />-PER STRU nP IITI <br />�. o c 1 o <br />DBL TOP PLATE PER <br />PLAN-D" <br />4 MIN. <br />APPROVALS <br />II' ANCHOR z <br />L <br />NOTES II p 1 ill <br />EDGE NAILING <br />o a 0 1E7 <br />•••"•"" """"" <br />I: BOLTS PER �. I L <br />1 <br />III' Iln II <br />1 12" MIN 1 1/2' MIN PER SW SCHED <br />- -- ------ <br />POST CAP PER PLAN <br />SW SCHED <br />\� <br />N n <br />III ­11 <br />q LII a <br />PER_ III <br />FRAMING PER <br />=_ I � <br />_POST <br />Iti <br />HD SCHED + Ili <br />PLAN <br />1II a II <br />2 <br />O ROWS <br />POST PER PLAN <br />@ 8" OC <br />EDGE NAILING - <br />III III .L <br />a <br />PER SW SCHED SHEAR WALL DGE NAILING 16d @ 12" CC <br />rill! <br />u I <br />III <br />-.iir Hill 1r <br />PER PLAN PER SW SCHED <br />T <br />CS76 STRAP W/ (10) <br />I. <br />10 1I fl <br />160 EACH SIDE (20 <br />li li 111 <br />HOEDOWN "ii InI <br />PER PLAN <br />END CONEAMOV6 <br />TOTAL-IT'MIN END <br />) <br />1.14! IIII -I <br />L <br />CONDITION SEAM <br />D$T <br />TLL �. _ <br />POST PER PLAN <br />I <br />HOLDOWNJ <br />LEDGE NAILS PER <br />PER PLAN <br />SW SCHED (HOT - <br />DIPPED GALV TO <br />TREATED PLATE) <br />9�TYPICAL FRAMING <br />TYPICAL FRAMING <br />TYPICAL FRAMING <br />TYPICAL FRAMING <br />TYPICAL FRAMING <br />S i <br />S1 SHEAR WALL "`" <br />S1 SW INTERSECTIONS "Ts <br />S1 POST &BEAM @ISO POST "TS <br />S1 POST & BEAM @ WALL Nrs <br />S1 MIN TOP PLATE SPLICE <br />Nrs <br />