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I 1 <br />11 _ m1w- 1f <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 />BE'/2 <br />AM W/ META12 OR <br />HTA16-18 W/ MIN (7) 10d x 1' <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 />( <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 />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 />W WEDGE BOLT W/ MIN 4'/z" 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 />� \ a <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 />MOISTI <br />BARRIE <br />OTHER <br />(1) COl <br />CMU B <br />BEAM <br />CONTII <br />MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH <br />END. <br />3/4" BETWEEN TOP OF WOOD PANEL <br />AND CENTER OF FASTENERS. <br />MIN'%32' 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 />1W 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 MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN I <br />FOR MISLOCATIO <br />INSTALL NEW MA£ <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />a <br />Q <br />in <br />N <br />z <br />9 <br />(1) #4 OR #5 BAR AT CORNERS <br />WITH MIN. 25" LAP <br />#5 CONT. <br />8" 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 DOORJAMB <br />MIN. SCREW <br />DIST, FROM DOORJAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/2 <br />3�4" <br />37 6 <br />5„ <br />115/ Ei <br />33/4' <br />3 <br />2 14, <br />33/4' <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS %a' DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS %s' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x_ PER MANUFACTURER'S DETAILS <br />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />o <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED 'W) <br />1x_ PT NAILER <br />BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY <br />1 x_ 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 />E <br />Q <br />U <br />O <br />O <br />N <br />c' <br />Tl- <br />0 <br />APEX <br />tll <br />d' <br />O <br />O <br />�C <br />t>a <br />� <br />i� <br />r <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />true design studios <br />� <br />z <br />O <br />U) <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />�. <br />cn <br />-7 <br />o <br />O <br />0 <br />� <br />W <br />H <br />cn <br />I` <br />cy <br />0111H,00090N, <br />N <br />m <br />ILL] <br />rY <br />.'' <br />U) <br />U <br />z <br />W <br />W <br />w <br />O <br />O <br />O <br />O <br />i <br />ti <br />u7 <br />>= <br />O Q U)z w <br />U Q_ <br />U) 0. <br />W <br />J z w <br />LU Ow <br />m <br />w <br />W Q <br />w Z Q O <br />(D > Q Q <br />W 00 w <br />0 0 J w <br />w w <br />1..` J <br />ILL LL <br />z <br />Z <br />O ; z <br />O <br />Q 0 <br />fr w <br />a z <br />w w <br />O Il <br />U LL <br />W <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 003-01-A 0 <br />Q w <br />U Q <br />z_ z <br />0 <br />o PROJECT NO: w <br />-j 2019.007595 <br />O LL <br />Z O <br />DRAWN: <br />U JMM o <br />w" CHKD: 0 <br />I <br />EAF cn <br />x <br />w w <br />a, J <br />x ollI I III### U <br />IN LAN U) <br />ENS' . .� 0 <br />m ; ' �• F •� _z <br />NO 51 • <br />w �13 •.. 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