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)ocuSign Envelope ID. C1150073-72E1-4C6A-B7BF-94DA94F65BB3 <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />SHEATHING REQUIREMENTS <br />XZ ON SHEET ST-1. <br />TRUSS OR RAFTER TO BOND <br />BEAM W/ META12 OR <br />HTA16-18 W/ MIN (7) 10d x 1'/z" <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 <br />W/ H2.5T OR RTC Al <br />_ OR SDWC15600 <br />LINO ON PLAN <br />MOISTURC Fir+ •i <br />BF I WEEN M% ;(. <br />NON -PT I IJMI <br />JERT RLWF, ) <br />HAVE 10" STAt, <br />HOOK INTO H(:' <br />• EVERY OTHER STUD TO TOP PLA? E <br />W/ SP2 OR SPT24 OR SDWC 15600 <br />MAX 32" O.C. <br />• EVERY KING STUD TO f;)P PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />WALL SECTION AT ROOF (COMM(-)N HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO ST(jRY APPUCA' - - <br />• EVERY OTHER STUD TO BOTTOM PLr- <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 C <br />BOTTOM PLT AN(,I IOR <br />'/z" THREADED ROD ANCI IOR 'J1 MIN, <br />EMBED W/ NUT WASHER IN �IMPSi <br />ACRYLIC -TIE OR LOUIVAL ENT <br />ADHESIVE @ MAX48 0 C <br />ON <br />'/2" WEDGE BOLT JV� MIN .',. ' F MBED 'v', <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 />- - I A <br />� la <br />�Xi <br />i <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUr iDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICr )N <br />VIND LOAD RATED <br />ERIAL <br />S @ PERIMETER. <br />:COMPONENT <br />NG DESIGN <br />ON SHEET ST-1 <br />CMU BOND <br />CONTINUOUS <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 B1 <br />BEAM 1 <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'" 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 />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 <br />FOR MISLOCATIOI <br />INSTALL NEW MAS <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />l <br />BOND BEANA RPINFORCINO <br />AT CORNERS _w <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 />I) :� i ROM F)OOR J,AMF, I MIN SCREW DIST. FROM DOOR JAMB MIN. SCREW <br />":.i:?d 1'0�.'+.,'T) 8[_Oe�K ; LENGTH WINDOW TO BLOCK LENGTH <br />PEP IMANUr . 3" 5" <br />__..... _ <br />„ <br />I <br />< I i o <br />(: I 3 3,4 3 7q"", 6„ <br />„.. 3 3/4 <br />i <br />i --- TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH <br />% • (2j ROWS ''Y." DIA. @ 30" O C. STAGGERED <br />• (2j RO'JVS %h' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />tx PFR MANUFACTURER'S DETAILS <br />t DISTANCE FROM BLOCK TO DOOR <br />• JAMB OR WINDOW, SEE TABLE <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED <br />\` 1x- PT NAILER <br />BUILT UP 2r. ATTACHED TO MASONRY, (1) PLY <br />I i J 1 x OR � fi OSB MATERIAL MAY ATTACH TO WALL <br />--i , --- DRYWALL <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />h)YPit;r,L i vR f1LL fvIA 0NRY OPENINGS, UNO) <br />ti <br />LO <br />>� <br />a <br />O <br />Z A nav O <br />W <br />Z <br />m <br />W <br />w <br />Z ;r <br />0t d <br />Z <br />W <br />Q true design SttJiil03 <br />iI <br />O <br />—J 9000 REGENCY SQUARE BLVD. W <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />ZO 904.821.5200 p <br />C <br />O a <br />�- 11HOMON' <br />•m <br />(1) <br />U :3 <br />Q s r <br />F <br />O <br />_I Q <br />LL <br />Q <br />U <br />Z <br />O <br />J <br />O <br />Z <br />U <br />W <br />H <br />x <br />JW <br />Uj <br />Q <br />LIJ <br />m <br />0 <br />z <br />W <br />Z <br />O <br />��Uj� <br />VJ <br />O <br />W <br />F <br />a <br />z <br />w <br />0 <br />0 <br />W <br />W <br />F- <br />H <br />w M <br />U_ <br />LL <br />Q <br />— <br />} <br />0 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />- <br />- <br />O <br />J <br />shown using a digital signature. <br />Z <br />2 <br />U <br />� <br />Abbott Park <br />x <br />w <br />a <br />Q <br />LOT 006-02 <br />-- <br />PROJECT NO: <br />2020.004116 <br />DRAWN: <br />DO <br />CHKD: <br />EAF <br />No 85166 <br />r ,k :• DocuSigned by: <br />41 <br />•rr` <br />87 ST <br />DEF: <br />.��`� •:c� p R I Q P Nam`•` <br />ON A� �c� ���• <br />06-08-2020 <br />REVISIONS: <br />CMU/METAL CONNECTOR ENGINEERING <br />ST=5 <br />