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EXTENT OF HEADER w/DOUBLE PORTAL FRAMES(1010 BRACED WALL PANELS) <br /> EXTENT OF HEADER w/SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)- <br /> 2'—18'FINISHED wiMTH OF OPENING <br /> FOR SINGLE OR DOUBLE PORTAL <br /> TENSION STRAP PER TABLE <br /> I11;--.:'.1 '.' I —-- -- I --_= 602.10.6.4(ON OPPOSITE — o e <br /> PONY SIDE OF SHEATHING) FASTEN <br /> TOHEADER KINGw/STU(6) <br /> D <br /> ! <br /> WALL ° <br /> HEIGHT I e 16d SINKERS <br /> 1 ° _ <br /> I i • ��r <br /> °r MIN. 3° X 11-1/4° NET HEADER ° ° `�° <br /> : STEEL HEADER PROHIBITED I I ° °I. <br /> °"° IF J¢'SPACER IS USED PLACE ON BACK SIDE OF HEADER BRACED WALL UNE . ° ° ° ° ° <br /> ° ° `'I 11 CCNTINUOUSLY SHEATHED w/ 7 °71° <br /> 4.\ <br /> °°I COMMON OR GALVANIZED BOX NAILS IN ° <br /> 1 FASTEN SHEATHING TO HEADER WITH Bd WOOD STRUCTURAL PANELS 1° HEADER w/TWO ROWS <br /> �,) 3° GRID PATTERN AS SHOWN I EIF DGES SHALLPOCCURRSPUCE <br /> OVER I 1 1 :1: HF 1w/SINKER NAILSO0 <br /> 3"o/c EYP. <br /> I I I LOC NAILED TO COMMON * ° <br /> °I � <br /> ✓ \` HEADER TO JACK STUD STRAP PER BLOCKING WITHIN THE MIDDLE <br /> 1 °1°1 I°I° TABLE R602.10.6.4 ON BOTH SIDES OF I I I I 24" OF THE PORTAL LEG 1°1 14° <br /> OPENING, OPPOSITE SIDE OF SHEATHING HEIGHT. ONE ROW OF ro/c <br /> 41 11° II I I NAUNG IS REQUIRED IN EACHo' 1°1° <br /> ■ ° MIN. DOUBLE 2x4 FRAMING COVERED w/MIN. IPANEL EDGE. °I° <br /> H I°1° 7/16° THICK WOOD STRUCTURAL PANEL II 1°° MIN. 7/16°WOOD <br /> h ° °° SHEATHING w/Bd COMMON oR GALVANIZED TYPICAL PORTAL FRAME —°1° STRUCTURAL PANEL <br /> °° °1° BOX NAILS 0 3"o/c IN ALL FRAMING(STUDS, CONSTRUCTION °1°I=° �° SHEATHING <br /> ' °I:1 H. BLOCKING AND SILLS) Tr. I 1 I °1°I 1°I° <br /> 0. <br /> b .1.1 °I° MIN. LENGTH OF PANEL PER I 1 I I AIN. DOUBLE 2x4 POST(KING 44I°1° <br /> e1°I � TABLE 8602.10.5 D JACK STUD) NUMBER OF " <br /> JACKS DS PER TABLES °1°1 1.1° <br /> 0°1 1°I° II I I 1 R602.7(1) &(2) °1°1 1° <br /> °I°I I°1° I II 1 °I°I I°1° <br /> 0101 1010 MIN (2) 1/2°A ANCHOR BOLTS INSTALLED I oat 0:PER R403.1.6.1 w/0.229"x3"x3" PLATE <br /> °° WASHER 11i_ a 11i <br /> I 1 _ e 1� �. <br /> r <br /> . _ . t ,. L 1. <br /> — <br /> ` ANCHOR BOLTS PER <br /> OVER CONCRETE OR MASONRY BLOCK SECTION 8403.1.6.1 <br /> FOUNDATION <br /> CONT \ OSLY S .- HAT lED =AORTA _ PRAVE <br /> SCALE: 3/" = V-0" <br /> a ? <br />