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)ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6B83060B682C <br />`--TRUSS TO TOP 1-'LATI- MOIS1:1JRI <br />W/ H2.5T OR RT%irBUTVV! F ^ t <br />OR SDWC15600 NON -PT •_ilL <br />LINO ON PLAN <br />VF RT kf N1 <br />i 1AVL , , <br />HO(,)K IN :) 1, <br />• EVERY OTHER '� I U1 � TO FOP f I- <br />W/ SP2 OR SPT' OP IDWC I' <br />MAX 32" O C <br />« EVERY KING S-i u[) '01' PI. <br />W/ SP2 OR SP 1:' C.i, i.'i•PA, I j <br />WALL SECTION AT ROOF (COMN <br />(THIS SECTION IS TYPICAL FOR ONE AN[) T NO '> _)RY Af.. <br />• EVERYOTFILR SI )f) 1 130T ! `M I• <br />W/SP1 ORSP': <br />•EVERY KING STt <br />W/SP1 OR SP` R. <br />2x_ NO. SPF (;R I'.I I ' MA:• <br />BOTTOM PLT AN!. I I <br />%" THREADED RO N, f? W: MIN <br />EMBED W/ NUT , >Ili iN SIMPb' <br />ACRYLIC -TIE: OR f 'AW, N'T <br />ADHESIVE ;Cu Mi- , .-t ; C <br />c <br />%" WEDGE BOL' Pt1ir,; LMW f <br />WASHER @ MAX :> <br />% <br />// '/i /\ <br />BOTTOM PLATE ANCHOR NOTES <br />•EACH SILL PLATE SHALL HAVE. - Mif< <br />OF (2) BOTTOM PLATE AN( HOf I <br />■ INSTALL ANCHORS WITHIN 12. 4 <br />END OF SEGMENT (BUTT JOIN",-.) <br />INTERIOR LOAD BEARING WALL <br />TYPICAL WALL SECTION AT FC,11.- <br />(THIS SECTION IS TYPICAL FOR ONE ANL '''.rX 'I't-)RY API;L'��. <br />TYPICAL ROOF DECK <br />�- SHEATHING. SEE TABLE 2. <br />1z 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'/V <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 />MND LOAD RATED <br />=RIAL <br />S @ PERIMETER. <br />:COMPONENT <br />NG DESIGN <br />ON SHEET ST-1 <br />CMU BOND <br />CONTINUOUS <br />=E_ CONDITION) <br />__ - 8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />- I 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 />Z. DRILL AND EPDXY DOWEL OF <br />EQUAL SIZE W/ MIN. 6" <br />EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />MASONRY) <br />1 1I I X\/ \/ j j <br />..RIOR WALL <br />ON <br />MOISTI <br />BARRIE <br />OTHER <br />(1) cot <br />CMU 8 <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's/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&( <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 />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN <br />FOR MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />.. -- _. i " 'lid ! <br />�ilITli IMIN I_,P <br />-, ih.l1 <br />r <br />BOND BEAM REINFORCING <br />AT CCDIRNEI­-.ZE-) <br />ALTERNATE WALL SECTIONS & TYPICAL DETAIL <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 ATTROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. <br />0 <br />M <br />rn <br />0 <br />N <br />- i-`0URED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STIFF' DOWN TIE -BEAM <br />D!ST" FROM DOOR JAMB <br />MIN, SCREW <br />MiN. SCREW <br />;r,tf,;;• .; ; 5LO K <br />LENG.IH <br />i VVINDO\VTO BLOCK <br />LENGTH <br />PER Mt;NUF <br />3" <br />5" <br />37/ <br />i 33i1 <br />3 3 <br />6" <br />I <br />i J <br />----..-- <br />/ <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />E <br />ABOVE FOR LENGTH. <br />• t2) ROWS ;i' DIA ;g. 30*' v.0 STAGGERED <br />• (2) RO�VS %5" DIA. @ 24" O.0 STAGGERED <br />DOORJAMB OR WINDOW ATTACH TO <br />' <br />1x PER MAINUFACTURER'S DETAILS <br />I I 7 <br />DISTANCE FROM BLOCK TO DOOR <br />I i f <br />0.! <br />JAMB OR WNDOW. SEE TABLE <br />! III ,• <br />ABOVE (SH!k1 NEEDED TO <br />-'LtiPj1b ,iAN1B DO NOT EXCEED Ye") <br />1x PT INAII-i_R <br />6UIL f' U!> 2. 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