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2 ROWS BN TO TOP PLATES.AT THE MIN DIMENSION OF A <br /> _ 8'-3/4"TALL WALLS,INSTALL SINGLE PIECE OF WALL SHTG SHALL BE STAG PLYWD AS <br /> BN ROW ON LOWER WALL PL CL 12".USE PARTIAL LENGTH SHOWN W/FACE <br /> SHEETS @ TOP OF WALL ONLY STAG PLYWD AS SHOWN FN GRAIN PERP TO O <br /> FN WITH FACE GRAIN PERP FRAMING <br /> TO FRAMING <br /> SN <br /> n <br /> ALIGN HORIZ JOINTS ON � / i A, N <br /> SOLID STUD WIDTH BLKG W <br /> Lu <br /> / P'\1 N <br /> E <br /> WHERE SP SHEATHING OCCURS ROOF FRMG,TYP Z>> u <br /> ON EA SIDE OF WALL,STAG VERT <br /> SHEET JOINTS ON DIFFERENT BLKG @WALL LINE a m 3 v x <br /> 7 -STUDS EA SIDE p W A. d <br /> BN . zzJ. q <br /> 44 LL' <br /> JOISTS,TYP NOTES: w QQ <br /> BN TO PERIMETER OF ALL 1. ALL ROOF SHEATHING TO BE 15132"COX,5 PLY MIN.PANEL INDEX 32/16. <br /> MEMBERS OF 4X ORR GREATER EXPOSURE 1,TONGUE-AND-GROOVE. 0 w N 2 <br /> SHEETS&TO ALL 1. ALL FLOOR SHEATHING BE 23/32"APA RATED STURD-I-FLOOR,24"OC, 2. USE BN OF 8d @ 6"OC @ ALL PANEL EDGES,SHEAR WALLS,TIES&BLKG.FN TO ALL INTERIOR <br /> G BEARINGS W/8d @ 12"OC ON ROOFS. <br /> WIDTH 2. GLUE-FASTENED INSTALLATION-USE ADHESIVE COMPLYING WITH APA 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE 1/8"GAP AT ALL PANEL <br /> SPECIFICATION AFG-01.USE SIMPSON STRONG-TIE QUICK DRIVE WSNTL EDGES. <br /> #8 FLAT HEAD SCREWS PER ICC-ES ESR-1472(OR EQV.)W/MINIMUM 4. DO NOT BREAK ANY FACE PLYS W/NAIL HEADS.THE MIN EDGE DISTANCE FOR NAILS SHALL BE <br /> FN TO ALL INTERIOR CONTACTS 1-1/4"PENETRATION INTO FRAMING MEMBER.BN OF 6"OC @ ALL PANEL 3/8"IN THE PLYWD&IN THE RECEIVING MEMBER. DREW <br /> EDGES EDGES,SHEAR WALLS,TIES&BLKG.FN TO ALL INTERIOR BEARINGS @ 5121,OC. . ICBO ACCEPTED&APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE pF <br /> 3. PLACE PANELS CONTINUOUS OVER TWO OR MORE SPANS AND PROVIDE SUBSTITUTED FOR PLYWD.PANEL THICKNESS&SPAN RATING SHALL BE EQUAL TO THAT NOTED <br /> USE FULL SHEETS WHERE 1/8"GAP AT ALL PANEL ENDS. ON THESE PLANS. <br /> POSSIBLE 4. SET SCREW HEADS FLUSH WITH PLYWOOD SURFACE.THE MINIMUM <br /> EDGE AND END DISTANCE FOR SCREWS SHALL BE 3/8"IN THE PLYWD& p <br /> ALIGN BOTTOM OF SP PANEL N THE RECEIVING MEMBER. ROOF SHEATHING P., 305v ��?- <br /> W/BOTTOM OF MUD PLATE(OR 5. ICBO ACCEPTED&APA RATED PERFORMANCE RATED SHEATHING • G�2 <br /> SOLE PLATE).CENTER BN ROW PANELS MAY BE SUBSTITUTED FOR PLYWD.PANEL THICKNESS&SPAN S/ONAL@r I z0 0 <br /> ON MUD PL CL RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. / <br /> BN <br /> O WALL SHEATHING O CONVENTIONAL FLOOR SHEATHING LAYOUT <br /> SP STUD,JST, <br /> RAFTER,OR BLK <br /> SP JT BETWEEN SHEETS AT JOINTS <br /> 3/8' 3/8„ 3/4" <br /> TOP PLATES J <br /> BN BN FN r V^ <br /> J_ <br /> SP SP <br /> STUD,JST, SP <br /> STUD,JST, RAFTER, <br /> RAFTER, OR BLK <br /> BORED HOLE MAX STUD WALL FRMG OR BLK <br /> DIAMETER 40 PERCENT PER PLAN ui <br /> OF STUD DEPTH <br /> p SP NAILING <br /> 5/8"MIN TO EDGE q (w j c' J <br /> W CD Q <br /> 5/8"MIN TO EDGE LAP PLATES PER SO 2 Z > " n/ <br /> BORED HOLES SHALL w N IS L.L <br /> NOT BE LOCATED IN THE LL <br /> SAME CROSS SECTION Q Q <br /> OF CUT OR NOTCH IN Q <br /> `^ <br /> STUD a USE A34 @ OPNG OV/7'-0" v J LL / 1 <br /> T&B,TYP w LL �J <br /> 2X BLK @ SP JOINTS& L <br /> CEILING LINES J r <br /> IF HOLE IS BETWEEN 40 AND 60 PERCENT / wCif <br /> NOTCH MUST NOT OF STUD DEPTH,THEN STUD MUST BE HEADERS PER PLAN. t.J <br /> EXCEED 25 PERCENT OF DOUBLE AND NO MORE THAN TWO N <br /> STUD DEPTH SUCCESSIVE STUDS ARE DOUBLED AND 5.16d AS SHOWN EXCEPT USE W 0� <br /> SO BORED A34 @ HEADERS OV/7'-0"LONG c) w V) <br /> UOR <br /> S WHERE 16d CAN NOT BE <br /> ui O "t NOTCHING&BORING OF STUDS 2.10d TN,T&B1-2X STUD,TYP <br /> _ W � <br /> 2-2X STUDS WHERE NOTED ON <br /> PLANS Q <br /> DOUBLE 2X SUB-SILL @ OPNG Q <br /> ABOVEFLOOR <br /> MIN SPACING TO BE 3x NOTCHES&PENETRATIONS Z <br /> DIAMETER OF LARGER GREATER THAN 1/3 WIDTH OF <br /> PENETRATION TOP PLATE ARE NOT ALLOWED <br /> NAIL ASA MULTIPLE STUD <br /> FOR HEADERS LESS THAN 6'-0"USE U) <br /> SINGLE 2X TRIMMER OTHERWISE <br /> 1/3E� USE DOUBLE 2X TRIMMER,UON <br /> KING STUD PER TABLE BELOW <br /> ALL REQD PENETRATIONS BWI N MID MAX DIAMETER OF <br /> 1/3 OF TOP PLATE PENETRATION TO 8E <br /> in 113 WIDTH OF TOP WALL OPENING KING STUD REQUIREMENTS <br /> STUD STUD SIZE WALL OPENING WIDTH(FT) <br /> 7O TOP PLATE PENETRATIONS HEIGHT 2X4 6'-0" 8'-o" y <br /> 2X4 2X4 DBL 2X4 (3)2X4 4X6 <br /> 2X6 2X6 2X6 2X6 DBL2X6 <br /> 8' 2X4 DBL 2X4 (3)2X4 4X6 4X6 c <br /> 2X6 2X6 2X6 DBL2X6 DBL 2X8 0 <br /> MIN SPACING TO BE 3X a <br /> E DIAMETER OF LARGER 4112 MIN <br /> PENETRATION 9"MAX <br /> _ 3 WALL FRAMING ELEVATION 0 0 <br /> D <br /> N I 16d @ 4'-0"MIN 18d W <br /> 16"OC 18"OC � <br /> 1/3 16-16d MIN,STAG NAILS EA <br /> NOTED ON PLANS SIDE OF PLATE OR <br /> AS <br /> ALL PENETRATIONS REQD TO BE <br /> 8 WAN MID 1/3 OF SILL PLATE DBL TOP PLATE <br /> g MAX DIAMETER OF DATE <br /> 3 PENETRATION TO BE WALL STUDS <br /> 1/3 WIDTH OF SILL PLATE 1/20/2023 <br /> PROVIDE AS EA SIDE OF NOTCHES& DRAWN <br /> o PENETRATIONS GREATER THAN 113 NOTES, TSL <br /> WIDTH OF SILL PLATE 1.SPLICES TO OCCUR ONLY OVER CENTER LINE OF STUD. <br /> m JOB NO C2B51040.01 <br /> OSILL PLATE PENETRATIONS 04 LAP SPLICE SHEET <br /> A S0.2 <br />