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)ocuSign Envelope ID: 8912F9C8-E511-4OB6-8EAF-12FOECADCDD3 <br />TYPICAL ROOF DECK <br />U <br />SHEATHING. SEE TABLE 2: <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />> <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />a <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />— — — — — — <br />N <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION tie"<X<1 Y�" � <br />FASTEN 2x6 NO. 2 SYP SHIM <br />#5 CONT. <br />— <br />BEAM W/ META12 OR <br />w c AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 10d x 1%" <br />w <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />g MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1�" <X <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />INSTALLED, ATTACH TRUSS <br />Q DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />TO BOND BEAM W/ HTSM20 <br />VERTICALS, ATTACH TO TRUSSES AND <br />o <br />(1) #4 OR #5 BAR AT CORNERS <br />/• <br />OR HTWM20) <br />BLOCKING W/ 1Od @ 3" O.C. <br />Z <br />WITH MIN. 25" LAPLI <br />✓ . <br />FASCIA ARCHITECTURAL) <br />— <br />— —_ <br />(SEE <br />#5 CONT. <br />TRUSS TO TOP PLATE <br />FASCIA (SEE <br />PROPERLY WIND LOAD RATED SOFFIT <br />MATERIAL CONTINUOUS @ PERIMETER. <br />I <br />W/ H2.5T OR RT7AT <br />ARCHITECTURAL) <br />MOISTURE <br />BARRIER BY �' SEE DESIGN CRITERIA AND LOADS: C&C1. <br />.• , V <br />OR SDWC15600, UNO MOISTURE BARRIER <br />• C <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />'4 <br />o <br />ON PLAN BETWEEN MASONRY AND <br />PROPERLY WIND LOAD RATED <br />TRUSS OR RAFTER TO BOND BEAM W/ <br />v v <br />NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />(1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />o <br />VERT. REINFORCING TO <br />CONTINUOUS @ PERIMETER. <br />CMU BOND , <br />1 /�f IN TRUSS (NOTE: IF META12 OR <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />BEAM W/ #5 <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL w #5 BAR CONT. <br />HOOK INTO BOND BEAM <br />AND CLADDING DESIGN <br />\_(1)COURSECMUBOND <br />CONTINUOUS <br />ATTACH TRUSS TO BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />i PRESSURES ON SHEET ST-1. <br />HTSM20 OR HTWM20) <br />i <br />I <br />MISLOCATED TRUSS ANCHORS BOND <br />BEAM REINFORCING <br />STEP DOWN TIE -BEAM <br />• EVERY OTHER STUD TO TOP PLATE <br />W/SP2 OR SPT24 OR SDWC15600 - <br />BEAM W/ #5 CONTINUOUS <br />, <br />BLOCKING NOT SHOWN FOR CLARITY <br />AT CORNERS <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <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 />'/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 4Y2" 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 />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 />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 />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW DIST. FROM DOOR JAMB <br />LENGTH i WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />OR 1%4" <br />PER MANUF. 3" <br />5" <br />11/y <br />3 %4'f 3 746 <br />51, <br />115/6 <br />33/4, 33/„ <br />6" <br />2 %4' <br />33/4" <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />U <br />O cr <br />O 0 <br />APEX <br />co N <br />O N <br />O <br />N <br />co <br />Jtds <br />•, <br />LL � <br />W <br />J Q <br />J true design sfudios a)> <br />z > <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 ui <br />0 <br />O <br />O <br />r- <br />W <br />04ROHOM0 <br />> ,il <br />w <br />Q <br />� N <br />Z <br />W <br />(D <br />W <br />tr <br />O <br />O <br />O <br />O <br />LO z <br />ti <br />O p <br />Z LU <br />U)00 _ <br />w <br />W <br />Z_ <br />m <br />..I O c/) <br />w <br />w Q <br />w <br />z <br />0 � 0 Q <br />W m w w W <br />V LLJ LU <br />O <br />J x <br />U_ ILL <br />z <br />O � <br />Q 0 <br />d z <br />O a <br />U LL <br />00 W <br />of Abbott Park Q <br />O U <br />J (n <br />IL LOT 008-01 0 <br />Q w <br />U Q <br />Z_ Z <br />} 0 <br />C� w <br />O PROJECT NO: w <br />J 2021.003451 <br />O u- <br />Z DRAWN: O <br />U LDG o <br />LO <br />� CHKD. 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