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oocusign envelope 11D. 35F18693-F185-48FC-BA20-05B28AEDBD00 <br />TRUSS TO TOP PLATE, <br />UNO: <br />• TRUSS LENGTH > 10 FT <br />W/ H8 OR H10 <br />• TRUSS LENGTH </ 10 FT <br />W/ H2.5T OR RT7AT OR <br />S DWC 15600 <br />MOISTURE BARRIER <br />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 HTA16-18 <br />W/ MIN (7) 10d x 1 ' " IN TRUSS <br />(NOTE: IF META12 OR HTA16-18 <br />IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 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 />BEAM 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 PLATE <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" O.C. <br />'/z" 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 />WEDGE BOLT W/ MIN 4'/2' EMBED W/ <br />WASHER @ MAX 48" O.C. <br />BOTTOM PLATE ANCHOR NOTES <br />e EACH SILL PLATE SHALL AVE AVE <br />AJEACH <br />OF (2) BOTTOM PLATE AN, <br />■ INSTALL ANCHORS WITHIN 12" OEND OF SEGMENT (BUTT JOINTS <br />INTERIOR LOAD BEARING WALL <br />NX <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 />ROOF-1 <br />COW <br />M <br />U <br />0 <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />N <br />N <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />FOR MISLOCATION YB'<X<1 <br />o <br />— <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FASTEN 2x6 NO. 2 SYP SHIM <br />#5 CONT. <br />AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />_F__ <br />(1) #5 BAR CONT. <br />MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1k" <X <br />HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />a. <br />DIMENSIONPERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F <br />CE <br />g <br />VERTICALS, ATTACH TO TRUSSES AND <br />•' _ <br />;n <br />o <br />AT CORNERS <br />BLOCKING W/ 10d @ 3" O.C. <br />04 <br />_ <br />�— WITH H M N#2 " LAP / <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 1 <br />IN TRUSS (NOTE: IF META12 OR HTA16-18 <br />IS IMPROPERLY INSTALLED, ATTACH <br />TRUSS TO BOND BEAM W/ HTSM20 OR <br />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 />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <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 />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 <br />3 %4'' <br />3 7/f 6 <br />5„ <br />115/ 6 <br />33/4 <br />3 <br />6„ <br />2 %4, <br />3 3/4" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS Y:' DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS %s' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x_ PER MANUFACTURER'S DETAILS <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />O <br />N <br />LO <br />04 <br />O <br />IT <br />O <br />O <br />N <br />N <br />M <br />J <br />ILL. <br />W <br />J <br />J_ <br />O <br />Y <br />U <br />0 <br />O <br />W <br />E— <br />(A <br />> <br />J <br />m <br />W <br />Q <br />Z) <br />a <br />U) <br />U <br />z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />C') <br />I <br />i` <br />d <br />Ln <br />ti <br />z <br />co <br />W <br />co <br />m <br />w <br />w <br />z <br />Z <br />W <br />Q <br />o <br />ILL. <br />O <br />i= <br />O <br />a - <br />of <br />U <br />4 <br />0 <br />O <br />J <br />li <br />Q <br />U <br />z <br />} <br />C� <br />O <br />J <br />O <br />z <br />U <br />w <br />X <br />W <br />d <br />Q <br />X <br />m <br />W <br />O <br />LILI <br />O <br />i= <br />U <br />LL <br />Q <br />C� <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />I- <br />X <br />W <br />a <br />A <br />PEX <br />s <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>.not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br /><n any electronic copy <br />W W <br />J Z � <br />O Lu <br />W 0 <br />Q ~ G <br />Q <br />U <br />0 Uj WMe <br />QLL <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbott Park <br />LOT 011-04-1 B <br />2021.012602 <br />CD <br />MJP <br />G•E N, 00 <br />.'4 <br />No 85166 <br />r * .• LDocuftned by:6EDAChEF435 <br />i <br />.• <br />% <br />11-01-2021 <br />REVISIONS: <br />No.1 Description Date <br />ST=5 <br />0 <br />W <br />ti <br />X <br />z <br />O <br />w <br />z <br />CL <br />■ U- <br />W <br />J <br />U <br />U) <br />0 <br />W <br />Z <br />0 <br />■ U) <br />W <br />0 <br />LL <br />0 <br />O <br />LO <br />W <br />W <br />■ J <br />a <br />U <br />U) <br />U) <br />z <br />0. <br />r 0 <br />♦ W <br />Z_ <br />■ W <br />W <br />2 <br />w <br />J <br />a <br />U <br />H <br />O <br />z <br />00 <br />O <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbott Park <br />LOT 011-04-1 B <br />2021.012602 <br />CD <br />MJP <br />G•E N, 00 <br />.'4 <br />No 85166 <br />r * .• LDocuftned by:6EDAChEF435 <br />i <br />.• <br />% <br />11-01-2021 <br />REVISIONS: <br />No.1 Description Date <br />ST=5 <br />0 <br />W <br />ti <br />X <br />z <br />O <br />w <br />z <br />CL <br />■ U- <br />W <br />J <br />U <br />U) <br />0 <br />W <br />Z <br />0 <br />■ U) <br />W <br />0 <br />LL <br />0 <br />O <br />LO <br />W <br />W <br />■ J <br />a <br />U <br />U) <br />U) <br />z <br />0. <br />r 0 <br />♦ W <br />Z_ <br />■ W <br />W <br />2 <br />w <br />J <br />a <br />U <br />H <br />O <br />z <br />00 <br />O <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />