Laserfiche WebLink
7ocuSign Envelope ID: 81B96B41-3A94-477C-9B97-5071BOD95065 <br />r <br />TRUSS TO TOP PLATE MOISTURE BARRIER <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND <br />` <br />OR SDWC15600 NON -PT LUMBER BY OTHERS <br />UNO ON PLAN <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 <br />HTA16-18 W/ MIN (7) 10d x 1%" <br />IN TRUSS (NOTE: IF META12 <br />OR HTA16-18 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS <br />TO BOND BEAM W/ HTSM20 <br />OR HTWM20) <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 />COURSE CMU BOND <br />4M 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 />'/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 />'/z' 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 25" 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 />MOISTL <br />BARRIE <br />OTHER <br />(1) COL <br />CMU B, <br />BEAM <br />CONTII <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/Z' 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 />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 <br />1XV IN TRUSS (NOTE: IF META12 OR <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ <br />HTSM20 OR 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 1 <br />FOR MISLOCATIO <br />INSTALL NEW MAE <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 />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOORJAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />OR 1/4" <br />PER MANUF. <br />3" <br />5" <br />11/y <br />A4" <br />3 6 <br />5" <br />115/16 <br />3 3/4' <br />3 3/ , <br />6„ <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 3/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 />LO <br />APEX <br />N <br />M <br />IT <br />O <br />O <br />1 <br />N <br />N <br />M <br />J <br />LL <br />W <br />tds <br />true design studies <br />z <br />O <br />W <br />Y 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />W <br />H <br />U41HURION, <br />or <br />w <br />W- <br />U <br />z <br />W <br />CD <br />W <br />w <br />O <br />O <br />O <br />O <br />ti <br />u7LO <br />r� <br />O <br />z <br />W <br />W <br />00 <br />w <br />w <br />z <br />w <br />¢ <br />Of <br />0 <br />ILL <br />O <br />¢ <br />O <br />a <br />0 <br />U <br />0 <br />O <br />J <br />LL <br />¢ <br />U <br />z <br />C� <br />0 <br />O <br />z <br />U <br />w <br />F <br />X <br />w <br />w <br />X <br />m <br />O <br />Q <br />z <br />U) <br />O <br />F <br />¢ <br />(D <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />X <br />w <br />n <br />V J <br />co <br />w <br />J z LU <br />Uj 0 <br />Q ~ G <br />Q 0 <br />W 0 <br />0 J L`' w <br />w <br />w � <br />x <br />L X <br />Q z z <br />O <br />0 <br />w <br />z <br />R <br />0- <br />LL <br />W <br />Abbott Park J <br />¢ <br />U <br />U) <br />LOT 043-03 0 <br />w <br />Z <br />(D <br />Cn <br />PROJECT NO: <br />w <br />0 <br />2020.005388 <br />ILL <br />— O <br />DRAWN: <br />DO <br />o <br />CHKD: <br />EAF <br />Inl <br />�. E Nj <br />�. 4 10 <br />9oSd+ �S <br />r <br />r , <br />-gyp n � <br />I <br />•• 3F�6E71 L7 CDE... (n <br />j1r����i��rt��� �QQ <br />07-10-20 Q <br />w <br />cn <br />REVISIONS: <br />No. Description Date w <br />w <br />J <br />H <br />O <br />z <br />O <br />0 <br />ST=5 <br />CMUIMETAL CONNECTOR ENGINEERING <br />