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• <br /> ` * EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) <br /> EXTENT OF HEADER WITH SINGLE PORTAL FRAME <br /> It (ONE BRACED WALL PANEL) <br /> FASTEN KING STUD <br /> 2'-18'FINISHED WIDTH OF OPENING TO HEADER WITH 6 <br /> FOR SINGLE OR DOUBLE PORTAL in16D SINKERS <br /> s s a a l- s / TENSION STRAP PER <br /> r TABLE 602.10.6.4 ° ° <br /> PONY WALL or r � <br /> i (ON OPPOSITE SIDE iI <br /> HEIGHT ° ; OF SHEATHING) <br /> 11 <br /> o t. <br /> - 1 BRACED WALL LINE -..1111111111.111-1 <br /> o <br /> CONTINUOUSLY <br /> ° SPACER � TDJLIF% <br /> = o °—\ <br /> O • FASTEN SHEATHING TO HEADER WITH 8D IF NEEDED,PANEL • ,° <br /> SPLICE EDGES SHALL '° I' FASTEN TOP <br /> alai o COMMON OR GALVANIZED BOX NAILS IN 3"GRID OCCURai o OVER AND BE i° PLATE TO <br /> w °: PATTERN AS SHOWN NAILED TO COMMON '° HEADER WITH <br /> J am ° to TWO <br /> J BLOCKING WITHIN THE <br /> ° ° HEADER TO JACK-STUD STRAP PER TABLE ; <br /> MIDDLE 24"OF THE ROWS OF 16D <br /> °' °° R602.10.6.4 ON BOTH SIDES OF OPENING ' <br /> J �s ob' do PORTAL-LEG HEIGHT. ro SINKER NAILS AT <br /> H ' oioi OPPOSITE SIDE OF SHEATHING ONE ROW OF 3"O.C. 10 3"O.C.TYP. <br /> W <br /> old do NAILING IS REQUIRED • i° <br /> F = do. do IN EACH PANEL EDGE. 10 <br /> °j °t° MIN.DOUBLE 2"x4"FRAMING COVERED WITH MIN. io MIN. /is"WOOD <br /> a;a d° '/16"THICK WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL s_o s,,° STRUCTURAL <br /> iv c o'°' qo WITH 8D COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION o PANEL <br /> °,o, av 3"O.C.IN ALL FRAMING(STUDS, , i SHEATHING <br /> BLOCKING,AND SILLS)TYP. l <br /> 0101 ,' i MIN.DOUBLE 2x4 POST 0 <br /> °I' i°i° MIN.LENGTH OF PANEL PER TABLE R602.10.5 i (KING AND JACK STUD) o <br /> o,°, pp i NUMBER OF JACK 0 is <br /> o:o: :oio ' STUDS PER TABLES o ,o . <br /> oio, rwo MIN.(2)'/z"DIAMETER ANCHOR BOLTS R602.7(1)&(2) o 'o <br /> " INSTALLED PER SECTION R403.1.6 WITH <br /> 0.01 am ' 0 2"x2"x3/i6"PLATE WASHER ° it:. <br /> o <br /> „ „ 0 <br /> �, <br /> °w, ,ao '6 o To- oo <br /> �,aa, }},'' <br /> i"To d�'oo • • •� - <br /> f•. <br /> t.40 7•O, d• .o o.:p •d. . 5. .'o Q�' r <br /> n b.o p o' o o p p o' o o. p o p , o O'd. <br /> PA V. ?n •Cr,-�n 7 p �' O i.i n 7 a �' O'.,n 7 C� " .O,-;a p r7 .O'..'. . <br /> OVER CONCRETE OR MASONRY BLOCK FOUNDATION <br /> -,16/ ANCHOR BOLTS PER <br /> ri SECTION R403.1.6 <br /> I I( �AW (2)FRAMINGANCHORS �r <br /> o '' ' APPLIED ACROSS •° <br /> oioi WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING JOINT WITH A p <br /> die <br /> o,o, SHEATHING TO TOP OF BAND TO JOIST PER , , , CAPACITY OF 670 LBS IN <br /> p NAIL SOLE <br /> alai OR RIM JOIST TABLE R602.3(1) THE HORIZONTALAND ° PLATETO JOIST <br /> PER TABLE <br /> I <br /> a o " VERTICAL DIRECTIONS a !�: l; R602.3(1) <br /> 111 <br /> 5 <br /> i <br /> APPROVED BAND <br /> WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST ►� OR RIM JOIST <br /> OVER RAISED WOOD FLOOR- FRAMING ANCHOR OPTION <br /> (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) <br /> a -4- ilr <br /> ° „ <br /> y <br /> " WONAILSOLEPLATE8°,o SHEAD iiATTACH SHEATHING TO bNAIL SE PLATE TJOIST <br /> 010, OR RIM JOIST TABLE R602.3(1) BAND OR RIM JOIST WITH PER TABLE <br /> a'e';p_1 - 8D COMMON NAILS AT 3" I• i if. <br /> R602.3(1) <br /> i .0 v v o O.C.TOP AND BOTTOM <br /> I a <br /> voaoee <br /> APPROVED BAND <br /> WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST ' 11 OR RIM JOIST <br /> OVER RAISED WOOD FLOOR-OVERLAP OPTION <br /> (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) <br /> FRONT ELEVATION SECTION <br /> For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. <br /> FIGURE R602.10.6.4 <br /> METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <br />