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U <br />0 <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />rn <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />o <br />SHEATHING REQUIREMENTS <br />RE <br />EACH END, BLOCKING MAY BE OMITTED <br />N <br />ON SHEET <br />— <br />FOR HEEL HEIGHTS < 9" <br />— <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION Ye"<X<1 YZ" <br />FASTEN 2x6 NO. 2 SYP SHIM <br />� <br />—#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'/�' <br />W <br />- <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />MIN 1Y/32' EXPOSURE 1 PLYWOOD RIM @RAISED <br />FOR MISLOCATION 1>z" <XT_ <br />V <br />I <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />a <br />INSTALLED, ATTACH TRUSS <br />Q DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />J <br />TO BOND BEAM W/ HTSM20 <br />VERTICALS, ATTACH TO TRUSSES AND <br />'' = I <br />c <br />(1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />N <br />_Z <br />WITH MIN. 25" LAP <br />#5 CON T <br />PROPERLY WIND LOAD RATED SOFFIT <br />I I <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C <br />TRUSS TO TOP PLATE MOISTURE BARRIER <br />C <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND I <br />OR NON -PT LUMBER BY OTHERS <br />PROPERLY WIND LOAD RATED <br />I TRUSS OR RAFTER TO BOND BEAM W/ <br />" " <br />UNO ON PLAN I <br />SOFFIT MATERIAL <br />(1) COURSE I META12 OR HTA16-18 W/ MIN (7) 10d x <br />CONTINUOUS @ PERIMETER. <br />CMU BOND 1Y2' IN TRUSS (NOTE: IF META12 OR <br />--- 8" CMU BOND BEAM <br />VERT. REINFORCING T <br />SEE TABLE 1: COMPONENT <br />BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, <br />—POURED CELL w #5 BAR CONT. <br />HAVE 10" STANDARD <br />HOOK INTO BOND BEAM i <br />- AND CLADDING DESIGN <br />_ PRESSURES ON SHEET ST-1. <br />CONTINUOUS <br />ATTACH TRUSS TO BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />HTSM20 OR HTWM20) <br />- I <br />(1)000RSECMUBONDMISLOCATED <br />TRUSS ANCHORS <br />BOND <br />BEAM REINFORCING <br />STEP DOWN T!E-BEAM <br />•EVERYOTHERSTUDTOTOPPLATE <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />BEAM W/ #5 CONTINUOUS <br />HI <br />BLOCKING NOT SHOWN FOR CLARITYAT <br />CORNERS <br />MAX 32" O.C.• <br />EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <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 <br />W/ SP1 OR SPT22 OR SDWC15450 <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />2x- NO. SPF OR BETTER @ MAX 16" O.C. <br />%" 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 />WEDGE BOLT W/ MIN 4'/2' 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 />i/\i//,/ i i./ . <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 />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 />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 />DIST. FROM DOORJAMB <br />MIN. SCREW <br />DIST. FROM DOORJAMB <br />MIN. SCREW <br />i WINDOW TO BLOCK <br />LENGTH <br />I WINDOW TO BLOCK <br />LENGTH <br />OR 1/4" <br />PER MANUF, <br />3" <br />5" <br />11/y <br />_— <br />31/4 <br />3 7� fi <br />5„ <br />115/6� <br />33/4 <br />33/4" <br />6„ <br />/4 , <br />2 �4 13 <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS Y:' DIA. @ 30" O.C. STAGGERED <br />. (2) ROWS %r' DIA @ 24" O.C. 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