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DocuSign Envelope ID: 5249DB1B-6FC9-4BE9-9C1C- �jECE2 <br />I - _ II 1 I I _ � ply r� r i i �•n �rnll�l i tl1 f�_'t"�! '1 �I��� q ! I'rl I I I I! I I� - <br />TRUSS TO TOP PLA1 E MOISTURI R: <br />W/ H2.5T OR RT7AT BETWEEN '. r A.r. <br />OR SDWC15600 NON -PT I , Ir. 01 <br />LINO ON PLAN <br />VERT REIW T( <br />HAVE 1C <br />HOOK IN ; AM <br />• EVERY OTHER STUD TO TOP PLATE_ <br />W/ SP2 OR SPT24 OR SDWC 156uG <br />MAX 32" O.0 <br />• EVERY KING STUD -," TOP PLAT: <br />W/ SP2 OR SP'," : -P -,)Vvr'' 51. <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 1'/2" <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 />-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 />(1) COURSE CMU BOND <br />BEAM W/#5 CONTINUOUS <br />WALL SECTION AT ROOF (CON, c N -_ EL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND T':'i' ,. TOPY APB' <br />• EVERY OTHER STUD TO BOTTOM PI <br />W/ SP1 OR SPT22 OR SDWC 154` <br />• EVERY KING STUD TO BOTTOM I_A <br />W/ SP1 OR SPT22 OR SDWC 1541 <br />2x- NO. SPF OR BE - 'ER @ MAX C` <br />BOTTOM PLT ANCHOR <br />Y2" THREADED ROD ANCHOR W/ M N <br />EMBED W/ NUT & WASHER IN SIMf'SC,' <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 4Y O C <br />OR <br />Y2" WEDGE BOLT W/ MIN 4'. EMBED V <br />WASHER @ MAX 48" O C <br />a <br />• <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 CH <br />END OF SEGMENT (BUTT JOINTS <br />INTERIOR LOAD BEARING WALL <br />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />I 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 />r I I EMBEDMENT IN MONOLITHIC, <br />- 12" EMBEDMENT IN <br />MASONRY) <br />/\ <br />1-ERIOR WALL <br />TYPICAL WALL SECTION AT FG l —DA QN <br />(THIS SECTION IS TYPICAL FOR ONE ANF> ',^d0 FORY <br />MOISTI <br />BARRIE <br />OTHER <br />(1) CO( <br />CMU B, <br />BEAM) <br />CONTII <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 19/2' 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 />FOR MISLOCATION <br />FASTEN 2x6 NO. 2 S <br />TO TRUSS W/ MIN (1 <br />FOR MISLOCATION <br />INSTALL NEW MAS( <br />STRAP TO INSIDE F <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />BOND BEAM REI-N1FCr 1`INO <br />WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS <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 />Z) <br />U <br />0 <br />m <br />rn <br />o AMP <br />N <br />O <br />0 <br />O <br />O 0 <br />APEX s <br />co <br />O (ll <br />r +� <br />r <br />N <br />co <br />-i +, <br />u_ <br />w t s <br />J <br />J N <br />t e (3eief14aos . <br />Z <br />�- POURED CELL w #5 BAP, CONT. O <br />FROMM BEAM TO FOOTING Y <br />_ 9000 REGENCY SQUARE BLVD. <br />ATE P DOWN TIE -BEAM Q SUITE 100, JACKSONVILLE, FL 32211 <br />.__ O_ <br />O <br />O .- <br />w c <br />co <br />DIHOMON' O . <br />m <br />W Zz <br />� --._ <br />ROTE _J( UR JAMS. j MIN. SCREW DIST. FROM DOOR JAMB MIN. SCREW <br />4 <br />;.. <br />i i' !'; ',; ; i P; T:'• R -Oi. I LENGTH / `•.rdINDOW TO BLOCK LENGTH Q <br />j 7' PER MANLiF. --- 3.. 5„ <br />3i4" 37 5" <br />t-.-_ <br />4 <br />CD <br />----- 1!-, EN! OR. TAP;")NS SCREWS SEE TABLE W <br />B0 F FfP i E-rJ 0f <br />% a (2' ROWS '.;" DI ^• � 30" C C. STAGGERED O <br />• i2; P0)IiVS j; " DIA w 24" O C STAGGERED O <br />- O <br />~- DOOR JAMB OR WINDOW ATTACH TO <br />ix_ PER MANUFACTURER'S DETAILS <br />k' V J <br />JiSTANC _ FROM BLOCK TO DOOR <br />JAI` 8 OR ` :NDOW SEE TABLE � uj <br />E; ABOVE (SHIM AS NEEDED TO U)W < <br />PLUMB JAN`I-u DO NOT EXCEED Y<") w nI <br />1x-PTNAILER mj Z W <br />1 i I ---- BUiLT UP '2x_- .ATTACHED TO MASONRY. 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