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DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 <br />I' <br />TRUSS TO TOP PLATE W <br />W/ H2.5T OR RT7AT <br />OR SDWC15600, LINO MOISTURE BARRIER <br />ON PLAN BETWEEN MASONRY AND <br />NON -PT LUMBER BY OTHERS <br />VERT. REINFORCING TO <br />HAVE 10" STANDARD <br />HOOK INTO BOND BEAM <br />• EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />MAX 32"O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <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%" <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 />FASCIA (SEE <br />ARCHITECTURAL) <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 />TEAM W/ #5 CONTINUOUS <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 <br />PLATE 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 />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 />'/i' 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 />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 30" 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 />CONTI I <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 1%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 />FASCIA (SEE ARCHITECTURAL) <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'/z" 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 V'1/ MIN <br />FOR MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />-CORNERS <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <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 />(1)#; <br />POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STEP DOWN TIE -BEAM <br />DIST, FROM DOORJAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOORJAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />OR 11/4' <br />PER MANUF. <br />3" <br />5" <br />11/y <br />3 /4 <br />3 7/16 <br />5„ <br />115116 <br />3 /4' <br />3 /4' <br />6„ <br />2 %4, <br />33/4" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS W DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x PER MANUFACTURER'S DETAILS <br />TYPICAL DOOR/WINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />O <br />N <br />N <br />O <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />_J <br />O <br />U) <br />Y <br />O <br />O <br />W <br />I— <br />V) <br />J <br />m <br />w <br />0.' <br />¢ <br />U <br />z <br />W <br />W <br />O <br />O <br />O <br />O <br />i <br />ti <br />to <br />Ill- <br />z <br />U) <br />W <br />z_ <br />m <br />ILL! <br />W <br />z <br />z <br />W <br />0 <br />O <br />J <br />LL <br />z <br />_O <br />O <br />a <br />O <br />U <br />O <br />J <br />LL <br />U <br />z <br />0 <br />O <br />J <br />O <br />U <br />ua <br />I— <br />x <br />W <br />a <br />00 <br />0 <br />O <br />Q <br />z <br />0 <br />Z) <br />O <br />F- <br />F <br />U <br />li <br />W <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />x <br />W <br />a <br />APEX <br />-C <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />z <br />O w <br />M� WLLWz W <br />� w — <br />NNNNNJ O V♦) <br />Q O <br />m <br />J W W <br />V W <br />W <br />LL <br />T has been electronically Z <br />sign, sealed by Justin M Lanier, O <br />PE on the date and/or time stamp <br />shown using a digital signature. Q <br />Printed copies of this document are W <br />not considered signed and sealed and the signature must be verified z <br />by a 3rd Party Certificate Authority Fy <br />on any electronic copy a <br />ILL <br />W <br />Abbott Park —I <br />U <br />C/) <br />LOT 032-03 p <br />W <br />¢ <br />Z <br />0 <br />co <br />PROJECT NO: ILL! <br />2021.009227 0 <br />LL <br />DRAWN: O <br />CD o <br />O <br />CHKD: L0 <br />MJP (1) <br />W <br />J <br />¢ <br />�� '(IN LqN ♦'�i, � <br />S4' C� <br />z <br />No 85166 <br />~ r <br />Doc116igned by: � <br />' S ATE' OF .: 4•/ <br />�O •••• 3F4671DACDf �5e.��/; <br />• Y` <br />07-29-2021 ¢p <br />W <br />REVISIONS: w <br />2 <br />No. Description Date <br />w <br />J <br />¢ <br />U <br />U <br />H <br />0. <br />O <br />ST=5 <br />CMUIMETAL CONNECTOR ENGINEERING <br />