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I <br />c <br />Z) <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT <br />SHEATHING REQUIREMENTS <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH <br />ON SHEET ST-1. <br />END. <br />"<X<1'�, <br />— — — — — — — <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION 18- 2 - <br />FASTEN 2x6 NO. 2 SYP SHIM <br />45 CONT. <br />BEAM W/ META12 OR <br />W v AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W1 MIN (7) 10d x V/2" <br />W <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />MIN 1V12" EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION I 1�" <X <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST CL <br />INSTALLED, ATTACH TRUSS <br />W DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F,,NCE < - <br />j <br />- <br />TO BOND BEAM W/ HTSM20 <br />< VERTICALS, ATTACH TO TRUSSES AND <br />- - <br />(1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3!'O,C. <br />WITH MIN. 25" LAP <br />.......... <br />#5 CONT. <br />zq <br />• PROPERLY WIND LOAD RATED SOFFIT <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />RE <br />MOISTURE <br />BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C <br />R <br />TRUSS TO TOP PLATE MOISTURE BARRIEROTHERS <br />S DESIGN PRESSURES ON SHEET ST-1. <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND <br />OR SDWC15600 NON -PT LUMBER BY OTHERS <br />L—PROPERLY WIND LOAD RATED <br />TRUSS OR RAFTER TO BOND BEAM W/ <br />oo I <br />v <br />UNO ON PLAN <br />SOFFIT MATERIAL <br />(1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />----- <br />----- CONTINUOUS @ PERIMETER. <br />CMU BOND 1%" IN TRUSS (NOTE: IF META12 OR <br />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 />ANDCLADDING <br />ATTACH TRUSS TO BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />HOOK INTO BOND BEAM <br />PRESSURES ON SHEET ST-1, <br />HTSM20 OR HTWM20) <br />(1) COURSE CMU BOND <br />MISLOCATED TRUSS ANCHORS BOND <br />BEAM REINFORCING <br />STEP DOWN TIE -BEAM <br />• EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />BEAM Wf #5 CONTINUOUS <br />BLOCKING NOT SHOWN FOR CLARITY <br />AT CORNERS <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W1 SP2 OR SPT24 OR SDWC15600 <br />WALL SECTION AT OF (COMMON HEEL CONDI <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />• EVERY OTHER STUD TO BOTTOM PLATE <br />W/ SPI OR SPT22 OR SDWC15450 <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />2x— NO. SPIF OR BETTER @ MAX 16" O.C. <br />Y2" 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 />Y21' WEDGE BOLT WifMIN 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 />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 W1 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 />mmff*�it! <br />111 Am <br />1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x— NO. 2 SYP FASTENED W1 (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 />T 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 />WINDOW TO BLOCK <br />LENGTH <br />/WINDOW TO BLOCK <br />LENGTH <br />34'OR 1%4' <br />PER MANUF. <br />3" <br />5" <br />3�4" <br />37/16 <br />5" <br />— <br />3 3/4,33/1. <br />2/4„ <br />33/- <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />* (2) ROWS 1/4" DIA. @ 30" O.C. STAGGERED <br />* (2) ROWS Y16" 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 />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED W-) <br />Ix PT NAILER <br />BUILT UP 2x ATTACHED TO MASONRY, (1) PLY <br />- <br />I 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) I <br />E <br />0 <br />Aft^\ > <br />CD <br />CD <br />U, <br />0 <br />PEX A <br />0 <br />co <br />CD <br />C14 <br />co <br />_j <br />ILI- <br />tdb <br />true design studios <br />z <br />0 <br />U) <br />0 <br />9000 REGENCY SQUARE BLVD. <br />< <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />C) <br />c:) <br />M <br />U-1 <br />U) <br />DROHOMON <br />70 <br />0 <br />> <br />U 4 gg;n <br />UJ <br />Iz <br />CO <br />z <br />LU <br />LIJ <br />c:) <br />C) <br />CD <br />00 <br />r__ >= <br />b <br />z <br />w <br />co <br />co LL <br />W LL <br />z met <br />mi UJ <br />m m IN <br />LJJ 0 u) <br />W <br />LU <br />z < 0 <br />(D > < <br />z <br />uj w <br />< w <br />_j IM; <br />0 LmJ Uj UJ <br />cr_ m 0 <br />0 LL <br />0 z <br />0 <br />w <br />0 I`__ <br />CL z <br />cl� T_ <br />o 0- <br />u- <br />uj <br />Abbott Park <br />0 0 <br />_j co <br />u- LOT 054-03-A 0 <br />< uj <br />0 < <br />z z <br />0 <br />U) <br />Q PROJECT NO: uj <br />0 j 2019.007603 0 <br />0 u_ <br />z--- - -- ------- --- -- - -- - --------- --- ---- ---- - - ----- - --- - <br />z: DRAWN 0CRD _0_ <br />C) 0 <br />CHKD EAF co <br />x <br />w Lu <br />0- <br />x <br />co <br />< �I\N LA <br />e cf) <br />(D <br />co z <br />0. <br />851 6 Y851C <br />w <br />z <br />0 <br />T <br />0 <br />w )3 ST E OF 4/1 •C/ I�'�O'�'� •t ) <br />40 <br />< 0 R % <br />N z <br />z... .... <br />uJ _1161.0NAIL.. <br />0 09/19/2019 <br />w <br />REVISIONS: w <br />u- <br />< I No. Description Date <br />- ---- - ------ ----------------- . . . ............ w <br />U) _j <br />0 <br />0 U) <br />0 <br />_j 0 <br />0 <br />z --- - - ---------- - ------------- - z <br />-------- <br />T_ 0 <br />w <br />w ST <br />IL <br />< <br />CMUMETAL CONNECTOR ENGINEERING <br />1 11 h I I hLi!i4i.f <br />