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DocuSign Envelope ID 944B87A4-AB83-4B43-886B-F48BO5ABCOB7 <br />TRUSS TO TOP PLATE, <br />MOISTURE BARRIER---/ <br />UNO: <br />BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT <br />NON -PT LUMBER BY OTHERS <br />W/ H8 OR H10 <br />• TRUSS LENGTH </ 10 FT <br />VERT. REINFORCING TO <br />W/ H2.5T OR RT7AT OR <br />HAVE 10" STANDARD <br />SDWC15600 <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 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 />I <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 />g" PARTIALLY GROUTED <br />Hnll <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />2x_ NO. SPF OR BETTER @ MAX 16" O.C. <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />BOTTOM PLTANCHOR <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 />'/z' WEDGE BOLT W/ MIN 4Y2' EMBED W/ <br />WASHER @ MAX 48" O.C. <br />xx <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 />g I I PROVIDE DOWELS TO MATCH <br />b I I VERTICAL WALL <br />Z REINFORCING W/ MIN 30" LAP <br />g (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 />� 7 <br />,\ j <br />\ - \\/\ \zi <br />., <br />\\\\,\\ \\ /\\`\\-\\ <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />ROOF-� <br />COW <br />U <br />0 <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />N <br />o <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />FOR MISLOCATION 1 "<X<1 <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 />(1) #5 BAR CONT. <br />MIN '%2" EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1 Y -' <X <br />HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />a <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F�4CE <br />g <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 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 />(1) #4 OR #5 BAR AT CORNERS <br />WITH MIN. 25" LAP <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 />STEP DOWN TIE -BEAM <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />DIST FROM DOOR JAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/' <br />3 %q" <br />37 6 <br />5„ <br />115/6 <br />33/4, <br />3-3" <br />61, <br />2 %4" <br />3 3/4" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS'/<" 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 />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />o <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED '/a") <br />1x_ PT NAILER <br />BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY <br />1 x_ OR d OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />U <br />O <br />O <br />N <br />> <br />6 <br />O <br />N <br />co <br />APEX <br />U <br />N <br />N <br />O <br />� <br />R5 <br />N <br />N <br />M <br />J <br />LL <br />W <br />tds <br />._I <br />J <br />true design studios <br />Q <br />� <br />Z <br />O <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />a) <br />Cn <br />o <br />O <br />p <br />W �- <br />DIROH019ON' <br />Cr <br />U) <br />N <br />J <br />>.4 <br />B , <br />mz& <br />llrrrw <br />m <br />� a <br />U <br />Z <br />W <br />W <br />IX <br />This item has been electronically <br />O signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />Cif shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />O Qon any electronic copy V / <br />0 w <br />p� Q - <br />W <br />W J z w <br />Uj O cn <br />W <br />W Q <br />W <br />Z <br />C3 / Q <br />w Q <br />m w <br />J w <br />oLJ w w <br />J X <br />z <br />LJL <br />ILL <br />O Z <br />O <br />Q 0 <br />x W <br />z <br />0' ry <br />O W <br />U LL <br />W <br />� J <br />Abbott Park Q <br />O U <br />J - (A <br />w LOT 005-04-1 C o <br />Q w <br />U Q <br />Z_ Z <br />0 <br />C� W <br />O PROJECT NO: LU <br />-1 2021.014963 <br />O w <br />Z DRAWN. O <br />U KME o <br />L0 <br />------------- <br />CHKD: -- - — <br />MJP <br />x <br />w W <br />W J <br />a � <br />x <br />IN LA/Vcn <br />0 ?� <br />W No 85166 <br />* ; DocuSigned by:: Q <br />STATE OF <br />3F4671 DAW��a� � <br />• C? . <br />cZ S i0 N A` �M % '0 Q� <br />O 12-30-2021 Q <br />1= W <br />U REVISIONS: <br />LL - <br />No. Description j Date ~ <br />_ -- 1 w <br />O I- <br />- __ O <br />z - - -- - <br />= O <br />U 0 <br />W <br />F- <br />x <br />W ST=5 <br />W <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />