Laserfiche WebLink
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'/z" <br />IN TRUSS (NOTE: IF META12 <br />OR HTA16-18 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS <br />TO BOND BEAM IN/ HTSM20 <br />OR HTWM20) <br />VII <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'%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 />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN <br />FOR MISLOCATIO <br />INSTALL NEW MA£ <br />STRAP TO INSIDE <br />'w, PROPERLY WIND LOAD RATED SOFFIT V <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />BARRIER BY I SEE DESIGN CRITERIA AND LOADS: C&C <br />\�__TRUSS TO TOP PLATE MOISTURE BARRIER • C OTHERS DESIGN PRESSURES ON SHEET ST-1. + <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND2..""17 ' <br />OR SDWC15600 NON -PT LUMBER BY OTHERS PROLIND LOAD RATED TRUSS OR RAFTER TO BOND BEAM W/ o <br />SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />UNO ON PLAN CONTINUOUS @ PERIMETER. CMU BOND 1%" IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM <br />VERT. REINFORCING TOLL/ SEE TABLE 1. COMPONENT BEAM W/ #5 I <br />HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL <br />HAVE 10" STANDARD I AND CLADDING DESIGN CONTINUOUS <br />ATTACH TRUSS TO BOND BEAM W/ FROM BEAM T� <br />HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. I HTSM20 OR HTWM20) <br />•EVERY OTHER STUD TO TOP PLATE (1)COURSE CMUBOND MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM <br />W/ SP2 OR SPT24 OR SDWC15600 BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY <br />MAXT CORNERS <br />AX32"O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />FCORNERS <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 />I <br />\ 2x_ NO. SPF OR BETTER @ MAX 16" O.C. I <br />BOTTOM PLT ANCHOR a <br />Q <br />'/2" THREADED ROD ANCHOR W/ MIN 4" i <br />EMBED W/ NUT & WASHER IN SIMPSON N <br />ACRYLIC -TIE OR EQUIVALENT z_ <br />ADHESIVE @ MAX 48" O.C. g <br />OR <br />W WEDGE BOLT W/ MIN 4Y2' EMBED W/ <br />WASHER @ MAX 48" O.C. <br />a a <br />as I a <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 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 W1 <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 />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 />MIN, SCREW <br />DIST, FROM DOOR JAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />3/4" OR 11/4' <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />31/4" <br />3 7/I 6 <br />5„ <br />115116 <br />3 3/4, <br />3 <br />6" <br />2 %4' <br />33/4' <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS '/4' 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 />JAMB OR WINDOW, SEE TABLE <br />p <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 />1x_ OR �6 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 />O <br />N <br />LO <br />N <br />O <br />4 <br />O <br />O <br />i <br />N <br />N <br />M <br />_l <br />LL <br />W <br />J <br />J <br />z <br />O <br />U) <br />U <br />O <br />O <br />w <br />U) <br />J <br />m <br />W <br />W <br />U <br />z <br />w <br />W <br />Of <br />O <br />O <br />O <br />O <br />LO <br />r- <br />z <br />w <br />U) <br />m <br />W <br />w <br />0 <br />w <br />0 <br />O <br />J <br />LL <br />z <br />O <br />O <br />a <br />O <br />U <br />¢ <br />O <br />_I <br />LL <br />U <br />z <br />C� <br />O <br />.J <br />O <br />z <br />U <br />w <br />x <br />w <br />¢ <br />x <br />m <br />0 <br />z <br />O <br />w <br />U) <br />O <br />U_ <br />W <br />} <br />C� <br />O <br />J <br />O <br />z <br />U <br />w <br />H <br />x <br />W <br />r1 <br />tds i7i <br />true design studios � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />m <br />w <br />J <br />O <br />W <br />cis <br />p <br />Q <br />� <br />o <br />M <br />W <br />� Q <br />W <br />¢_ <br />o <br />� w <br />W <br />� <br />Q <br />LU W <br />x <br />U_ <br />z <br />O <br />0 <br />w <br />z <br />LL <br />w <br />Abbott Park Q <br />U <br />LOT 004-02-A o <br />w <br />Z <br />C� <br />PROJECT NO: W <br />2020.001722 0 <br />LL <br />O <br />DRAWN: <br />KG o <br />CHKD: U') <br />EAF w <br />w <br />J <br />U <br />rrrrrrrrrrr� (A <br />0 <br />�•'y5l <br />z <br />N--'0:ccS <br />A C� <br />S • •' <br />02-25-2020 <br />w <br />Cn <br />REVISIONS: <br />No. Description Date ~ <br />w <br />J <br />¢ <br />U <br />U) <br />H <br />O <br />z <br />O <br />ST=5 <br />CMl1/METAL CONNECTOR FNGINFFRING¢ <br />