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TRUSS TO TOP PLATE MOISTU"( :F - <br />W/ H2.5T OR RT7AT BETWEE 1i r- C -NI <br />OR SDWC15600 NON -PT t W' tE -I, <br />UNO ON PLAN <br />VEF'" REINI 0 <br />HA,1L „Y S- <br />HOOK INlu M <br />• EVERY OTHER. STUD 1 O TOP PLATE <br />W/ SP2 OR SPT24 OR 5DWC 1560( <br />MAX 32'. O.0 <br />• EVERY KING STUD Ti; FOP PLATE <br />W/ SP2 OR SPT24 OR SDWC 1560C <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />SHEATHING REQUIREMENTS <br />ON SHEET ST-1. <br />TRUSS OR RAFTER TO BOND <br />BEAM W/ META12 OR <br />HTA16-18 W/ MIN (7) 10d x 1'/2" <br />IN TRUSS (NOTE: IF META12 <br />OR HTA16-18 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS <br />TO BOND BEAM W/ HTSM20 <br />OR HTWM20) <br />PROPERLY WIND LOAD RATED <br />SOFFIT MATERIAL <br />CONTINUOUS @ PERIMETER. <br />SEE TABLE 1: COMPONENT <br />AND CLADDING DESIGN <br />PRESSURES ON SHEET ST-1 <br />(1) COURSE CMU BOND <br />BEAM W/#5 CONTINUOUS <br />WALL SECTION AT ROOF (COMMON HEEL CONDITION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPL'CATIOr. <br />• EVERY OTHER STUD TO BOTTOM r': rE <br />W/ SIP OR SPT22 OR SDWC15450 <br />• EVERY KING STUD TO BOTTOM PI_-� i_ <br />8" PARTIALLY GROUTED <br />W/ SP1 OR SPT22 OR SDWC15450 <br />I <br />EXTERIOR CMU WALL W/ <br />- <br />VERTICAL WALL REINFORCING <br />2x_ NO. SPF OR BETTER @ MAX 16 O C <br />I I <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />BOTTOM PLT ANCHOR <br />'/2' THREADED ROD ANCHOR W1 MIN 4 <br />I <br />PROVIDE DOWELS TO MATCH <br />EMBED W/ NUT & WASHER IN SIMPSON <br />I I <br />VERTICAL WALL <br />ACRYLIC -TIE OR EQUIVALENT _ <br />REINFORCING W/ MIN 25" LAP <br />ADHESIVE @MAX 48" O C. - <br />(IF DOWEL IS OMITTED OR <br />I I <br />IMPROPERLY INSTALLED, <br />OR <br />DRILL AND EPDXY DOWEL OF <br />'/2' WEDGE BOLT W/ MIN 4'/z" EMBED W <br />I <br />I <br />EQUAL SIZE W/ MIN. 6" <br />WASHER @ MAX 48" O C <br />I I <br />EMBEDMENT IN MONOLITHIC, <br />- <br />12" EMBEDMENT IN <br />MASONRY) <br />///�%\ // <br />BOTTOM PLATE ANCHOR NOTES <br />,EACH <br />�V x/� <br />SILL PLATE SHALL HAVE A MIN <br />BOTTOM PLATE ANCHORS <br />-; <br />OF (2) <br />-INSTALL ANCHORS WITHIN 12" OF EACII <br />\VAS VN <br />�• �� / �V �\ <br />END OF SEGMENT (BUTT JOINTS).A���� <br />\ \/VAX <br />INTERIOR LOAD BEARING WALL <br />XTERIOR WALL <br />TYPICAL WALL SECTION AT FOU_N � )A_. ON <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPL', ,AT. <br />MOISTI <br />BARRIE <br />OTHER <br />(1) COE <br />CMU B <br />BEAM` <br />CONTII <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />3/4" BETWEEN TOP OF WOOD PANEL <br />AND CENTER OF FASTENERS. <br />MIN'%32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />HEEL TRUSSES INSTALLED WITH LONG <br />DIMENSION PERPENDICULAR TO TRUSS END <br />VERTICALS, ATTACH TO TRUSSES AND <br />BLOCKING W/ 10d @ 3" O.C. <br />PROPERLY WIND LOAD RATED SOFFIT <br />MATERIAL CONTINUOUS @ PERIMETER. <br />SEE DESIGN CRITERIA AND LOADS: C&C <br />DESIGN PRESSURES ON SHEET ST-1. <br />TRUSS OR RAFTER TO BOND BEAM W1 <br />META12 OR HTA16-18 W/ MIN (7) 10d x <br />1'/z" IN TRUSS (NOTE: IF META12 OR <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ <br />HTSM20 OR HTWM20) <br />WALL SECTION AT ROOF ( RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <br />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2,' <br />TO TRUSS W/ MIN ( <br />FOR MISLOCATIOI <br />INSTALL NEW MAS <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />✓'Ji , i MIN. LAF' <br />7 / <br />BONG BEAM RE1NF0RC;N0 <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <br />GENERAL NOTES APPLICABLE TO ALL- <br />1 . ALL TOP PLATES ARE TO BE BUILT WITH ('2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM <br />(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. <br />2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. <br />3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. <br />4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. <br />5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. <br />6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. <br />7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A <br />8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. <br />9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. <br />`— POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STEP DOWN TIE -BEAM <br />IAMB ! MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW <br />'0 FiLOCK LENGTH / WINDOW TO BLOCK LENGTH <br />PER MANUF. 3" 5" <br />:. 33/z, <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH <br />• (2) ROWS %4' DIA @ 30" O.0 STAGGERED <br />® (2) RObVS 3 5" DIA @ 24" O C. STAGGERED <br />- -- DOOR JAMB OR. VVINDOVJ'ATTACH TO <br />1x PER MAiiuf-ACTURER'S DETAILS <br />N I 4 <br />i ! DISTANCE FROM BLOCK TO DOOR <br />J.ANIR OR WINDOW SEF TABLE <br />ABOVE ( HA-1 AS NEEDED TO <br />PLUMB .JAMB. 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