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A <br />4d <br />or <br />A <br />TRUSS TO TOP PLATE MOISTURE HARRIER / <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND I <br />OR SDWC15600 NON -PT LUMBER BY OTHERS <br />UNO ON PLAN I <br />VERT. REINFORCING T <br />HAVE 10" STANDARD I <br />HOOK INTO BOND BEAM I <br />. EVERY OTHER STUD TO TOP PLATE I <br />W/ SP2 OR SPT24 9R SDWC15600 - <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 ril <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 IY2" <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 />COURSE CMU BOND <br />AM W/ #5 CONTINUOUS <br />WALL SECTION AT ROOF (COMMON HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />• EVERY OTHER STUD TO BOTTOM PLATE I <br />W/ SP1 OR SPT22 OR SDWC15450 I <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 i <br />2x NO. SPF OR BETTER @ MAX 16" O.C. <br />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />BOTTOM PLT ANCHOR a <br />%" THREADED ROD ANCHOR W/ MIN 4" g I I PROVIDE DOWELS TO MATCH <br />EMBED W/ NUT & WASHER IN SIMPSON W) I I VERTICAL WALL <br />ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 25" LAP <br />(IF DOWEL IS OMITTED <br />ADHESIVE @ MAX 48" O.C. g I I <br />IMPROPERLY INSTALLED, <br />OR DRILL AND EPDXY DOWEL OF <br />'/2" WEDGE BOLT W/ MIN 4'%" EMBED W/ I EQUAL SIZE W/ MIN. 6" <br />WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />° v _ e \ °. I e MASONRY) <br />a Q Od /\\ \\\/\\ d \ <br />BOTTOM PLATE ANCHOR NOTES <br />• EACH SILL PLATE SHALL HAVE A MIN. <br />OF (2) BOTTOM PLATE ANCHORS. <br />• INSTALL ANCHORS WITHIN 12" OF EACH <br />END OF SEGMENT (BUTT JOINTS). <br />INTERIOR LOAD BEARING WALL EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />MO <br />BAI <br />OTI <br />1 <br />CM <br />BE <br />CO <br />MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH <br />END. <br />3/4" BETWEEN TOP OF WOOD PANEL <br />AND CENTER OF FASTENERS. <br />MIN'" 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 W/ <br />META12 OR HTA16-18 W/ MIN (7) 10d x <br />1 %" 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 MISLOCATIO <br />INSTALL NEW MA; <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />CONT. <br />6 •- <br />WITH MIN. • LAP <br />v <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <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 />STEP DOWN TIE -BEAM <br />DIST. FROM DOORJAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOORJAMB <br />/ WINDOW TO BLOCK <br />MIN. 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