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J— I I I I'--y I I I I I I I I <br />TRUSS TO TOP PLATE <br />W/ H2.5T OR RT7AT <br />OR SDWC15600, LINO MOISTURE BARRIER <br />ON PLAN BETWEEN MASONRY AND <br />NON -PT LUMBER BY OTHERS <br />VERT. REINFORCING TO <br />HAVE 10" STANDARD <br />HOOK INTO BOND BEAM <br />• EVERY OTHER STUD TO TOP PLATE <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 />r] <br />TYPICAL ROOF DECK v <br />SHEATHING. SEE TABLE 2: o <br />WOOD STRUCTURAL PANEL MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT > <br />SHEATHING REQUIREMENTS BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH °' <br />ON SHEET ST-1. END — — — <br />— — — <D <br />TRUSS OR RAFTER TO BOND FOR MISLOCATION Ys'<X<1 Yy � — <br />3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. — <br />BEAM W/ META12 OR AND CENTER OF FASTENERS, TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 10d x 1'h" Q (1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 MIN 19/Z' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1 Z" <X <br />OR HTA16-18 IS IMPROPERLY HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST CL <br />DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE Q <br />INSTALLED. ATTACH TRUSS Qzz <br />TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND D - (1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) BLOCKING W/ 10d @ 3" O.C. WITH MIN. 25" LAP — — ——T� <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 <br />PLATE W/ SP1 OR SPT22 OR SDWC15450 <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />I <br />2x_ NO. SPF OR BETTER @ MAX 16" O.C. <br />(I <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />I I <br />OR ST-2A (IF APPLICABLE) <br />BOTTOM PLT ANCHOR <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 />''/z" WEDGE BOLT W/ MIN 4'/2" EMBED W/ <br />WASHER @ MAX 48" Q.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 />77 <br />\ <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <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 />CONTIf <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'/2' IN TRUSS (NOTE: IF META12 OR <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ <br />HTSM20 OR HTWM20) <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <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 />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 />CMU BOND BEAM <br />I Fwaig ."Millilli'll <br />CORNERS" <br />AT <br />DIST. FROM DOOR JAMB <br />MIN, SCREW <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />34' OR 11/4' <br />PER MANUF. <br />3" <br />5" <br />11/2 <br />3%4' <br />37 <br />5„ <br />115116 <br />33/4" <br />3 3/4" <br />6„ <br />2 %4' <br />33/4' <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS 'W' DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS �/o" DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />lx_ PER MANUFACTURER'S DETAILS <br />DISTANCE FROM BLOCK TO DOOR <br />® <br />JAMB OR WINDOW, SEE TABLE <br />o <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED '/4'") <br />lx_ PT NAILER <br />BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY <br />1x_ OR � " OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORM/INDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />r <br />N <br />chi <br />J <br />I� <br />U_ <br />W <br />tds <br />J <br />J <br />true design studios <br />-6 <br />� <br />Z <br />O <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />a) <br />un <br />O <br />CD <br />W <br />U)016HOMON <br /># <br />CY <br />cn <br />°> <br />3 <br />Uj <br />w <br />U) <br />U <br />W <br />(7 <br />W <br />O <br />C7 <br />O <br />C) <br />t` z"It <br />I`- <br />0 U) <br />U) Fm m W <br />W ct <br />Z Uj <br />U) Z <br />Z) <br />O co <br />0� <br />LU <br />LU Q <br />w <br />z <br />FD > Q <br />W <br />W W o <br />�.% LL! 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