Laserfiche WebLink
, •' WALL CONSTRUCTION <br /> • <br /> CONTINUOUSLY SHEATHED BRACED <br /> WALL PANEL MEETING MINIMUM <br /> LENGTH REQUIREMENTS OF TABLE <br /> R602.10.5 <br /> EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANEL', <br /> EXTENT OF HEADER WITH SINGLE PORTAL FRAME <br /> 4 (ONE BRACED WALL PANEL) <br /> FASTEN KING STUD <br /> 2'-18'FINISHED WIDTH OF OPENING TO HEADER WITH 6 <br /> 1 FOR SINGLE OR DOUBLE PORTAL 4, 18D SINKERS <br /> _ , TENSION STRAP PER _ <br /> ?,°_�? 1 1 TABLE 802.10.6.4 -2.1 N <br /> PONY WALL e: I / . (ON OPPOSITE SIDE - i!� <br /> HEIGHT i OF SHEATHING) �! <br /> f .. .. . _ '---' --- ._. ; BRACED WALL LINE �. 'e 11.=. <br /> li MIN..3"x11Ve NET HEAD-ER-STEEL HEADER PROHIBITED ' /// CONTINUOUSLY SHEATHED 4 yWITH WOOD STRUCTURAL <br /> IF h SPACER 1S USED,PLACE ON BACK-SIDE OF HEADER PANELS ���*** ,p ie I r <br /> °b' '° \ FASTEN SHEATHING TO HEADER W ITH BD ' IF NEEDED,PANEL o� - ;ye I <br /> MCOMMON OR GALVANIZED BOX NAILS IN 3"GRID ' SPLICE EDGES SHALL °, ,ae FASTEN TOP <br /> x °�ei �. IOCCUR OVERAND BE 'de PLATE TO <br /> d,� PATTERN AS SHOWN NAILED TO COMMON d .,°°( °ram BLOCKING WITHIN THE IdaTWOEO WITH <br /> HEADER TDJACK-STUD STRAP PER TABLE MIDDLE 24'OF THE ROWS OF 160 <br /> ,d ,'° R602.10.8.4 ON BOTH SIDES OF OPENING I PORTAL-LEG HEIGHT, i4,° SINKER NAILSAT <br /> OPPOSITE SIDE OF SHEATHING ONE ROW OF 3"O.C. e, de3"O.C.TYP. <br /> 0 s ew 'wee , NAILING IS REQUIRED •w �4•'o b i IN EACH PANEL EDGE. 4° <br /> °p( MIN.DOUBLE 2"x4"FRAMING COVERED WITH MIN. "(°"' �He"THICK WOOD STRUCTURAL PANEL SHEATHING B° -_ aMIN. As WOOD <br /> ' 'de TYPICAL PORTAL e_.r,ve STRUCTURAL <br /> WITH 80 COMMON OR GALVANIZED BOX NAILSAT FRAME CONSTRUCTION P iae PANEL <br /> `P.' `,e, 3"O.C.1N ALLFRAMING(STUDS, �° SHEATHING <br /> optBLOOKING,ANDSILLS)TYP. ° ;e° <br /> ,`µme MIN.DOUBLE2x4POST eq 'de ea' I'' , (KING AND JACK STUD) :4eep p° MIN.LENGTH OF PANEL PER TABLE R602.10.5 NUMBER OF JACK °' 'de'e'e. ' STUDSpER TABLES .,(ea( '` MIN.(2)h"DIAMETER ANCHOR BOLTS ( R602.7(1)8(2) eA( INSTALLEP PER SECTION F2403.1.6 WITH ; :ie • <br /> ,y d, 2"x2"x'he"PLATE WASHER i q, <br /> i n i <br /> ea 4a .: <br /> d O V 'O b d 0 6: O U �• ' 6 d O �'b d /j/ • <br /> 0 0 G9 i <br /> in •0%.a ]_ -n a0 r,e, U0�V•b.`..0 en `r( �' O d.-.: <br /> OVER CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR BOLTS PER <br /> SECTION R403.1.6 <br /> y-rr— (2)FRAMING ANCHORS /r <br /> ''-- APPLIED ACROSS�,I WOOD STRUCTURAL PANEL NAIL SOLE PLATE ,''" <, SHEATHING JOINT WITH II <br /> °- n NAIL SOLE <br /> ee,.: SHEATHING TO TOP OF BAND TO JOISTPFR ,. ,, CAPACITY OF 870 LBS IN .,d. <br /> OR RIM JOIST TABLER602.3(1) '' THE HORIZONTAL AND y. PLATE TO JOIST <br /> i 6 A VERTICAL DIRECTIONS \b�:i PER TABLE <br /> ;la R602.3(1) <br /> �t <br /> WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST I' APPROVED BAND <br /> n OR RIM JOIST <br /> OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION <br /> (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) <br /> Z cc S 4: WOOD STRUCTURAL PANEL NAIL SOLE PLATE ' -9 <br /> OLE <br /> a+ �r SHEATHING TO TOP OF BAND TO JOIST PER ` ATTACH SHEATHING TO ll pAP,TE TO JOIST <br /> p „ 7OR RIM JOIST TABLER802.3(1) - BAND OR RIM JOIST WITH �+ PER TABLE <br /> I i'6:-4 BD COMMON NAILS AT 3" \�,.. ��IR602.3(1) <br /> O.C.TOPANDBOTTOM , Sr <br /> WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST �— APPROVED BAND <br /> 7 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 /> 2021 INTERNATIONAL RESIDENTIAL CODE® 6-41 <br />