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U <br />TYPICAL ROOF DECK <br />0 <br />> <br />SHEATHING. SEE TABLE 2: <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />N <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION tie'<X<1 Y�" <br />FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />BEAM W/ META12 OR <br />W I AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 10d x 1'/2' <br />W <br />(1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />MIN 1%," EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1 k " <X <br />OR HTA16-18 IS IMPROPERLY <br />� HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST a <br />INSTALLED, ATTACH TRUSS <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE `Vz <br />• TO BOND BEAM W/ HTSM20 <br />< VERTICALS, ATTACH TO TRUSSES AND <br />o (1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />t <br />Z WITH MIN. 25" LAP <br />pol <br />f_444 <br />— — — <br />�-- TRUSS TO TOP PLATE MOISTURE BARRIER <br />C <br />I <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND <br />PROPERLY WIND LOAD RATED <br />OR SDWC15600 NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />LINO ON PLAN <br />I <br />CONTINUOUS @ PERIMETER. <br />VERT. REINFORCING T <br />SEE TABLE 1: COMPONENT <br />HAVE 10" STANDARD <br />AND CLADDING DESIGN <br />I <br />HOOK INTO BOND BEAM <br />I <br />PRESSURES ON SHEET ST-1. <br />3 <br />• EVERY OTHER STUD TO TOP PLATE <br />- <br />I <br />(1) COURSE CMU BOND <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />BEAM W/ #5 CONTINUOUS <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />I <br />WALL SECTION AT ROOF (COMMON HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />• ERY OTHER STUD TO BOTTOM PLATE <br />SP1 OR SPT22 OR SDWC15450 <br />• tERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />2x_ NO. SPF OR BETTER @ MAX 16" O.C. <br />'/2' THREADED ROD ANCHOR W/ MIN 4" <br />EMBED W/ NUT & WASHER IN SIMPSON <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 48" O.C. <br />OR <br />''/2" WEDGE BOLT W/ MIN 4'/i' EMBED W/ <br />WASHER @ MAX 48" O.C. <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 <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <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 />PROVIDE DOWELS TO MATCH <br />VERTICAL WALL <br />REINFORCING W/ MIN 25" LAP <br />(IF DOWEL IS OMITTED OR <br />IMPROPERLY INSTALLED, <br />DRILL AND EPDXY DOWEL OF <br />EQUAL SIZE W/ MIN. 6" <br />EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />MASONRY) <br />MOIST( <br />BARRIE <br />OTHER <br />(1) COL <br />CMU B, <br />BEAM) <br />CONTII <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 W 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 />GENERAL NOTES APPLICABLE TO ALL: <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <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 DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />3/' OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />3 /4 ' <br />3 /16 <br />51, <br />111116 <br />33/4" <br />3 �,k„ <br />6„ <br />21q' <br />3 3/4" <br />TYPICAL DOOR/WINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />V <br />O Cr <br />O O <br />N APEX <br />0 <br />m <br />, R3 <br />(V <br />M <br />_j V- L <br />W t S <br />J <br />J N <br />true design studios <br />Z <br />O <br />Y 9000 REGENCY SQUARE BLVD. 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