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6 <br /> cm <br /> 0o\1 <br /> m w , <br /> c <br /> S <br /> To P DF � <br /> YU ILGIgI{ p�T-Y LrYPIGPL� <br /> innrn <br /> h5Ac Fl CN�s of 4"10'S <br /> I" z'THR�v�V P-Oc 6fr� �1� <br /> f r N ¢ <br /> f PFINh p-%}sl3.5"X3:5nL °° w•- <br /> E�CNv of <br /> �z <br /> �v VNsI'N 1. 34,x9 L �t > <br /> y1�7� �LT 10 6 ! 8 PATH I S W,,,L U i4E <br /> 4( d <br /> 12_,1OBI Lg 171-,SL v✓/ '.n{ l�-I J,Ij�. Jl JVJ 1, 1 0 31�LX <br /> �� 4xb <br /> N <br /> I0P gorr W15° L�, 3 w �� 4) <br /> EpIB�� 4Kly —Ll CFNTfI.esL�€7�- <br /> E a <br /> c J aq y"F w <br /> yJA La IN l la� FTN N\W,44L <br /> a <br /> y <br /> CONTRACTOR SHALL VERIFY THAT RETAINING <br /> WALL IS VERTICALLY PLUMB AND FREE OF L <br /> CRACKS OR OTHER DEGRADATION. <br /> Z 5 V 3 <br /> 5 � <br /> 3.I <br /> 5 S 5 5 " sELsA-/sq.z � <br /> ST?I�FArM10 3' <br /> I Nro u ' <br /> Z�Ipe,l�°o,c. 4YIo <br /> � � Z <br /> Z m <br /> 5 L <br /> CO CO <br /> 7_ t o o 0 3 <br /> C66 Sl f13 3.I x <br /> oN v .� <br /> G?PGA) l o (, <br /> 2 > <br /> .� w <br /> V/ <br /> 5 � ¢ <br /> t <br /> aN , <br /> 5 Oil � <br /> �L ,L. L I SHEAR WALL SCHEDULE � <br /> P-ti•b'., F =-.;I:.:. ey "t-r' MIN FRAMING AT SMEARWALL RIMl01STOR SILL PLATE NAILING SILL PLATE ANCHOR <br /> SHEATHINGAPP,RATED FOUNDATION <br /> • MARK ADl01NING PANEL NAILING AT PANEL BLOCK CONNTU TO RIM/BLKG BOLTTO SLAB OR SHEAR CAPACITY(PLF) <br /> 5 4'T I SHEATHING EDG ES(SEENOTES) EDGES TOP PLATE BELOW FOUNDATION SILL PLATE SIZE <br /> V _3 15/32" 2z5TUD 0.131"DIAz21/2" LTP4 OR A35 @ 0.131"OR'3'L.5W6 ONE SIDE AND BLKG @6"OC 24"OC 6,,OC 5/8"DIA AS SA"OC 2z 242 <br /> q,l I 5W4 15/32" 2z STUD 0.331"DIAz21/2" LTP4 OR A35 @ 0.131"DIAz 3"@ 5/8"DRAB 4'-0"OC 2z 350 \ <br /> ONESIDE AND BLKG @4"OC 20110C 4"OC /aU <br /> 15/32" (2)2z STUD AND 21 0.131"DIAz21/2" LTP4 OR A35 @ 0131"DIAz 3'@ <br /> C r G r ( C 5 SW3 5/8"DIA AS <br /> @ 3'-0"OC 2. <br /> 455 <br /> J J ONE SIDE FLAT BLKG @3'OC 15"OC 3'OC N <br /> SW2 IS/32" 9%STUDAND 0.131"DIAz21/2" LTP4 OR A35 @ 0131"DIAz 3"@ 5/8"DIAAB@2'-6"OC 2z 595 <br /> ON SIDE 2z FLAT BLKG @2'OC 12'OC Z. <br /> 00 -� <br /> IS/32" (2)2z STUD AND 0.131"DIAz 21/2" LTP4 OR A35 @ 0131'DIAz 3'@ <br /> .2 25W4 BOTH SIDES BLKG @4"OC 10'OC 2'OC 5/8"DIAAB@2'-0"OC 2z 706 <br /> Flo P 15/32" (2)2z STUD AND 0.131"DIAz21/2" LTP4 OR A35 @ 0.131'OIAz 3"@ <br /> 2SW3 BOTH SID BLKG S/8"DIAAB@1'-6"OC 2z <br /> ES 910 <br /> @3'OC ].$'OC 1S"OC <br /> 15/32" 3,STUD 0131"DIAz21/2" LTP4 OR MS @6" 0.131"DIAz 3"@ <br /> 23W2 BOTH SIDES AND BLKG 5/8"DM AS @ 1'-0"OC 2z 1190 <br /> '.CRAWL SPACE VENTING CALCULATIONS @2"OC OC IS zeY <br /> REQUIRED AREA=332 SQ.FTA 50=2 SO.FT.=288 SQ.IN. SHEAR WALL S[HEDULE NOTES: Revisions <br /> I.REFER TO TNEIYPICAL SHEAR WALL DETAILS. ]j SE¢PIZ�O <br /> TYPICAL FOUNDATION VENT 2.THE VALUES IN THIS TABLE ARE APPROPRIATE FOR HF GRADE STUDS AND HFGRADEPLATES&RIM/BLOCKING. Z L'j (/✓ZZ <br /> =6"X 14"VENTING AREA=84 SO'IN 3.NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT. <br /> 288 SQ.IN./84 SO.IN.=4 VENTS 4.WHERE PANELS ENE APPLIED ON BOTH FACES OF A WALL,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS,OR FRAMING <br /> PROVIDE(4)FOUNDATION VENTS IN NEW CRAWL SPACE AREA SHALL BE3z ATADJOINING PANEL EDGES AND NAILSSHALL BESTAGGERED. Date <br /> 5.WHERETABLE SPECIFIES(2)2.FRAMING,CONNECT(2)2z5TUDSAND BLOCKING AS FOLLOWS:SW3=(2)0.131"DIA@ 3.5"OC,25W4=0.131"DIA <br /> @2.5"OC,25W3=(2)0.131"DIA@1S°OC. 2-1 J 0 L--r2-7Z1 <br /> 6.NOTETHAT 3z FRAMING MAY BE USED IN LIEU OF(2)2z FRAMING SPECIFIED IN TABLE <br /> 7.INTERMEDIATE FRAMING TO BE WITH 2v MINIMUM MEMBERS.FIELD NAILING 12"OC MAKIMUM <br /> 8.ATALL 5/8"DIA SILL PLATE ANCHOR BOLTS,INSTALL 1/4"z 3"z 3"PLATE WASHERS.EDGE OF PLATE WASHERS SHALL BE WITHIN 1/2"OF SHEATHED <br /> L,f n p A,I EDGE.FOR DOUBLE SIDED SHEAR WALLS,USE WIDER PLATE WASHERS AS REQUIRED TO MEET THIS REQUIREMENT. <br /> I 1p`I� �C1-- F'�/��1`- ��QL r-F- jN� PLZ"'I`+. I 9.PROVIDE A MINIMUM OF 7"EMBEDMENT FOR AS's INTO FOUNDATION OR STEM WALL(FOR CAST-IN-PLACE AS's). <br /> 10.7 <br /> /16"SHEATHING MAYBE USED IN PLACE OF 15/32"SHEATHING PROVIDED ALL STUDS ARE SPACED 16"OC OR PANELS ARE APPLIED WITH <br /> 7A f�1/..�s� LONG DIMENSION ACROSS STUDS. <br /> T Il.ATIXLSiING FOUNDATION WALLS,INSTALL TITEN HD WITH 52E AND SPACING PER THE TABLE ABOVE WITH S"MINIMUM EMBEDMENT. <br /> DO NOT SCALE DIMENSIONS FROM <br /> DRAWINGS.WRITTEN INFORMATION <br /> SUPERCEDES GRAPHIC INFO. , , <br />