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DocuSign Envelope ID. AA010146-D199-4BBB-A59B-84ED05CCE60C <br />TRUSS TO TOP PLATE, MOISTURE BARRIER <br />UNO: BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS 1 <br />4 <br />W/ H8 OR H10 1 <br />• TRUSS LENGTH </ 10 FT VERT. REINFORCING TO <br />W/ H2.5T OR RT7AT OR HAVE 10" STANDARD <br />SDWC15600 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 Fil <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 Y " 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 />BOTTOM PLT ANCHOR <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 />'/2' WEDGE BOLT W/ MIN 4'/:" 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 />i <br />am <br />i <br />j <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 />TYI <br />ROOF -TO-' <br />CONNEC <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 19/32" 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 />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 />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 ; <br />TO TRUSS W/ MIN i <br />FOR MISLOCATIO <br />INSTALL NEW MA5 <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />-CORNERS <br />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 />MIN. SCREW <br />DIST. FROM DOORJAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />3/4" <br />37 6 <br />5„ <br />115116 <br />3 /4, <br />3 /4 , <br />6„ <br />2 <br />33/4" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH. <br />• (2) ROWS %" 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 />DISTANCE FROM BLOCK TO DOOR <br />° <br />JAMB OR WINDOW, SEE TABLE <br />0 <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED W) <br />1x_ PT NAILER <br />BUILT UP 2x ATTACHED TO MASONRY, (1) PLY <br />1 x_ OR �fi 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 />LO <br />ti <br />O <br />z <br />W <br />W <br />z <br />U) <br />Z) <br />m <br />W <br />W <br />_z <br />z <br />W <br />0 <br />0' <br />O <br />.1 <br />LL <br />z <br />0 <br />a - <br />Of <br />O <br />Q <br />O <br />J <br />ILL. <br />Q <br />U <br />z <br />0 <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />x <br />W <br />CL <br />Q <br />m <br />W <br />LILI <br />Q <br />z <br />U) <br />0 <br />H <br />ILL. <br />Q <br />} <br />0 <br />-J <br />O <br />z <br />U <br />W <br />x <br />W <br />IZ <br />Q <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <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 />W <br />ya 3rd Party Certificate Authority <br />n any electronic copy <br />o MMw <br />W <br />Cn W <br />O U) <br />m <br />wo <br />Q <br />J <br />W <br />M <br />w <br />LU <br />a <br />Lj- <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbot Park <br />LOT 004-04-1 C <br />2021.014964 <br />MRB <br />JAC <br />*: A§96 ed•liy:*: <br />ST <br />•41'; 19 /� <br />12/29/2021 <br />REVISIONS: <br />No. Description Date <br />ST=5 <br />(D <br />0 <br />W <br />x <br />z <br />O <br />0 <br />W <br />H <br />z_ <br />a <br />LL <br />W <br />J <br />Q <br />U <br />O <br />W <br />H <br />Q <br />z <br />O <br />U) <br />W <br />0 <br />LL <br />O <br />0 <br />0 <br />LO <br />w <br />J <br />U <br />U) <br />z_ <br />co <br />O <br />z <br />9 <br />11 <br />W <br />W <br />J <br />Q <br />U <br />Cn <br />H <br />O <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />