Laserfiche WebLink
C� <br />L <br />U <br />0 <br />TYPICAL ROOF DECK <br />cli <br />SHEATHING. SEE TABLE 2: <br />rn <br />WOOD STRUCTURAL PANEL <br />MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT <br />o <br />SHEATHING REQUIREMENTS <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH <br />04 <br />ON SHEET ST-1. <br />END. <br />— — — — — <br />— <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION 18 <X<11�" <br />FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />BEAM W/ META12 OR <br />w AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 110d x 1'/z' <br />W <br />(1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />p g MIN �32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1 k" <X <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />INSTALLED, ATTACH TRUSS <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE J <br />TO BOND BEAM W/ HTSM20 <br />< VERTICALS, ATTACH TO TRUSSES AND <br />_ o (1) #4 OR #5 BAR AT CORNERS <br />• OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />Z WITH MIN. 25" LAP <br />— - <br />- —� <br />• PROPERLY WIND LOAD RATED SOFFIT �D <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />BARRIER BY �' SEE DESIGN CRITERIA AND LOADS: C&C +� <br />TRUSS TO TOP PLATE MOISTURE BARRIER/C OTHERS DESIGN PRESSURES ON SHEET ST-1. *; o <br />d <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND <br />OR SDWC15600 NON -PT LUMBER BY OTHERS PROPERLY WIND LOAD RATED TRUSS OR RAFTER TO BOND BEAM W/ <br />SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/MIN (7) 10d x POURED CELL <br />v o <br />UNO ON PLAN CONTINUOUS @ PERIMETER. CMU BOND , <br />VERT. REINFORCING T SEE TABLE 1. COMPONENT BEAM W/ #5 1 is IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM <br />HAVE 10" STANDARD I AND CLADDING DESIGN CONTINUOUS I HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ FROM BEAM T1 <br />HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. I HTSM20 OR HTWM20) <br />• EVERY OTHER STUD TO TOP PLATE I (1)COURSE CMU BOND 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 />MAX 32"O.C. AT CORNERS <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 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 />'/" 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 />W 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 />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 />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 <br />LENGTH <br />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/y <br />3%4" <br />37�6 <br />5" <br />115/ 6 <br />33/4' <br />3 3/ <br />6" <br />2 34' <br />33/4" <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />O <br />N <br />V7 <br />e- <br />N <br />co <br />4 <br />O <br />O <br />i <br />N <br />N <br />M <br />J <br />LL <br />w <br />J <br />J <br />Z <br />0 <br />U <br />O <br />O <br />LU <br />H <br />U) <br />J <br />m <br />LU <br />Q <br />m <br />z <br />LU <br />(D <br />LU <br />w <br />O <br />O <br />O <br />O <br />i <br />IT <br />LO <br />I` <br />z <br />m <br />U) <br />LU <br />z_ <br />m <br />m <br />LU <br />'w <br />V <br />z <br />LU <br />O <br />J <br />LL <br />z <br />O <br />0 <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />U <br />z <br />O <br />O <br />J <br />O <br />z <br />w <br />I— <br />x <br />w <br />Q <br />m <br />LU <br />O <br />LU <br />Q <br />O <br />1= <br />P <br />U_ <br />Q <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />LU <br />F_ <br />x <br />w <br />a <br />APEX <br />_c <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />tm <br />Q <br />Q <br />W <br />I <br />J <br />Uj <br />W W <br />� <br />I� <br />x <br />LL <br />Q <br />� <br />z <br />O <br />0 <br />LU <br />F_ <br />z <br />w <br />IZ <br />U_ <br />Abbott Park <br />LU <br />Q <br />U <br />W <br />LOT 004-01-A <br />0 <br />LU <br />Z <br />0 <br />PROJECT NO: <br />LU <br />0 <br />2019.007596 <br />LL <br />O <br />DRAWN: <br />LDG <br />o <br />CHKD: <br />LO <br />EAF <br />U) <br />w <br />J <br />a <br />,`,,���IIIlrrrrr�'` <br />'C1N LAAl <br />�F., <br />U)% <br />ENS <br />U)•..... <br />'No <br />856� <br />• 7[ = <br />y • <br />- • • 1z r <br />S ATE OF .'1` <br />��i F•'•� O R ��•.•���� <br />z_ <br />40s6, /ONAI';'�*`�, <br />�641,11 1111"'k <br />09-1 9 <br />0 <br />LU <br />REVISIONS: <br />LU <br />No. Description Date w <br />J <br />Q <br />U <br />H <br />O <br />z <br />O <br />ST=5 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />