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)ocuSign Envelope ID: B403F602-5BE34C26-8ECA-153BOD7D413C <br />TYPICAL ROOF DECK U <br />SHEATHING. SEE TABLE 2: 2x NO 2 SYP BLOCKING TO FIT TIGHT <br />0 <br />WOOD STRUCTURAL PANEL BETWEEN TRUSSES, (3)10d TOE -NAIL @ > <br />SHEATHING REQUIREMENTS EACH END, BLOCKING MAY BE OMITTED o <br />ON SHEET ST-1. _ _ <br />FOR HEEL HEIGHTS < 9" <br />N <br />TRUSS OR RAFTER TO BOND FOR MISLOCATION Ye'<X<1y — <br />3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />BEAM W/ META12 OR w v I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 110d x 1'/z' _ (1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 0 g MIN t9/32' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1k" <X <br />OR HTA16-18 IS IMPROPERLY w HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST n. <br />INSTALLED, ATTACH TRUSS DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE g <br />TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND ' _ p (1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) BLOCKING W/ 10d @ 3" O.C. Z WITH MIN. 25" LAP <br />FASCIA (SEE ARCHITECTURAL) mIt <br />s; rntiT -h <br />TRUSS TO TOP PLATE <br />FASCIA (SEE <br />W! H2.5T OR RT7AT <br />ARCHITECTURAL) <br />OR SDWC15600, LINO MOISTURE BARRIER <br />C <br />ON PLAN BETWEEN MASONRY AND <br />PROPERLY WIND LOAD RATED <br />NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />VERT. REINFORCING TO <br />CONTINUOUS @ PERIMETER. <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />HOOK INTO BOND BEAM <br />AND CLADDING DESIGN <br />PRESSURES ON SHEET ST-1. <br />(1) COURSE CMU BOND <br />• EVERY OTHER STUD TO TOP PLATE <br />BEAM W/ #5 CONTINUOUS <br />W/ SP2 OR SPT24 OR SDWC15600 - <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 <br />PLATE 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 />W 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 />W WEDGE BOLT W/ MIN 41/2' 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 />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 30" 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 />MOISTI <br />BARRIE <br />OTHER <br />(1) COl <br />CMU B <br />BEAM <br />CONTI I <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 />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. 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Z <br />Didegiglied IDY3 <br />- r <br />0 , ` AT`E OF <br />:44/' <br />`0_ <br />rrrirrn <br />03-19-2021 p <br />w <br />REVISIONS: w <br />_ 2 <br />No. Description Date <br />- w <br />J <br />- Q <br />U <br />U) <br />O <br />z <br />O <br />0 <br />ST=5 <br />