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I I u I I I I I III � I I U !11111 ---1 ------- L I I <br />_N <br />DocuSign Envelope ID. 73183216-6612-4252-845 3-A9 FCC C�7D2984 <br />TRUSS TO TOP PLATE, MOISTURE BARRIER ----J <br />UNO: BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS <br />W/ H8 OR H10 <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 <br />E. <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) 1 Od x 1 �2" IN TRUSS <br />(NOTE: I F M ETA1 2 OR HTA1 6-18 <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/ SPI OR SPT22 OR SIDWC1 5450 <br />• EVERY KING STU15 TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SIDWC1 5450 <br />2x— NO. SPF OR BETTER @ MAX 16" O.C. <br />1/2" 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 />1/2" WEDGE BOLT W1 MIN 4%" EMBED W/ <br />WASHER @ MAX 48" 0 C. <br />7 <br />X X <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 />z <br />�i <br />4 <br />j< <br />X/ en <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 />/X/\\\/X\ XXXX <br />X/N <br />/Xx <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />\/�/xx <br />// �\ 1A // <br />TY1 <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 %," 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 />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2: <br />TO TRUSS W/ MIN ( <br />FOR MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />_#5 CONT. <br />(1) #4 OR #5 BAR AT CORNERS <br />WITH MIN. 25" LAP <br />#55 CONT. <br />I V I I I I I I I I I <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS, <br />GENERAL NOTES APPLICABLE TO ALL: <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 />1 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 />:D <br />2 <br />CD <br />C11 <br />POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STEP DOWN TIE -BEAM <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />DIST. FROM DOOR JAMB <br />MIN SCREW <br />WIN DOW TO BLOCK <br />LENGTH <br />WINDOW TO BLOCK <br />LENGTH <br />OR 1�4- <br />PER MANUF <br />3" <br />5" <br />1 1/y <br />3 " <br />37A6' <br />5" <br />11�,16 <br />3 3/4 <br />3 441 <br />6" <br />2 <br />3 3/4 <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />* (2) ROWS W DIA. @ 30" O,C. STAGGERED <br />* (2) ROWS Y16" 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 />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED Y4") <br />Ix— PT NAILER <br />BUILT UP 2x — ATTACHED TO MASONRY, (1) PLY <br />I x — OR�6� OSIB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />A <br />8" CMU WALL <br />TYPICAL DOOR/VVINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />1_� E <br />CD <br />a <br />0 <br />N <br />U? <br />APEX <br />0 <br />C: <br />CD <br />co <br />_j <br />ILL. <br />ILU <br />tds <br />_j <br />true design studios <br />-0 <br />a) <br />z <br />0 <br />co <br />y <br />C) <br />9000 REGENCY SQUARE BLVD. <br />�:D <br />a) <br />C: <br />< <br />SUITE 100, JACKSONVILLE, IFL 32211 <br />C:) <br />C:) <br />4_1 <br />LLI <br />041HORION' <br />cy, <br />Cn <br />> _j <br />LU <br />Uj <br />co <br />z <br />W <br />(D <br />Uj <br />W <br />This item has been electronically <br />0 signed and sealed by Justin M Lanier, <br />C:) <br />0 PE on the date and/or time stamp <br />0') shown using a digital signature. <br />I Printed copies of this document are <br />r__ >.not considered signed and sealed <br />IT and the signature must be verified <br />L0 <br />by a 3rd Party Certificate Authority <br />n any electronic copy <br />0 U) <br />z W <br />U) <br />U) W <br />U-1 0� <br />z z LLJ <br />U) <br />Uj 0 U) <br />ILU <br />W <br />z < 0 <br />0 > <br />z <br />ILU W <br />< I <br />0 <br />LMI W <br />W <br />o <br />i <br />ILL. 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