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1 <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 I%" <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 />TRUSS TO TOP PLATE MOISTURE BARRIER <br />C <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 />UNO 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 />HOOK INTO BOND BEAM <br />I <br />PRESSURES ON SHEET ST-1. <br />• EVERY OTHER STUD TO TOP PLATE <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 />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 4Y2' 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 />�a <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 />MOISTL <br />BARRIE <br />OTHER <br />(1) COL <br />CMU BI <br />BEAM 1 <br />CONTIf <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'%2" 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 MISLOCATIOl' <br />FASTEN 2x6 NO. 2 S <br />TO TRUSS W/ MIN (' <br />FOR MISLOCATIO� <br />INSTALL NEW MASI <br />STRAP TO INSIDE F <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />CONT. <br />a <br />n (1) #4 OR #5 BAR AT CORNERS <br />LO <br />N WITH MIN. 25" LAP <br />z_ <br />#5 CONT. <br />o <br />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 />POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STEP DOWN TIE -BEAM <br />DIST FROM DOOR JAMB <br />MIN. SCREW <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />I WINDOW r0 BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />%4" OR 11/4' <br />PER MANUF. <br />3" <br />5" <br />11/y <br />3 %4„ <br />3 746 <br />5„ <br />115/ 6 <br />33/4 , <br />3 3 „ <br />6„ <br />2 j4, <br />33/4" <br />TITF_N OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS %" DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS 316" DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x_ PER MANUFACTURER'S DETAILS <br />L� DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED <br />1 x_ PT NAILER <br />BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY <br />1x_ OR 6 OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />r' O <br />� U <br />LO <br />t~ <br />O ° <br />U) APEX <br />U <br />W <br />z q> <br />W <br />m <br />w <br />w <br />z <br />(D tds W N <br />Q true design studios <br />(Y <br />O <br />J 9000 REGENCY SQUARE BLVD. 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ST TE OF �` <br />• C3 <br />4f0 N A' E`%�,. <br />02-26-2020 O <br />z <br />REVISIONS: <br />No. Description Date p <br />w <br />w <br />I— <br />w <br />J <br />Q <br />Cn <br />H <br />O <br />ST=5 z <br />O <br />CMIUMFTAI_ CONNFCTOR FNGINFFRING <br />