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IN <br />U <br />0 <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: > <br />WOOD STRUCTURAL PANEL — MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT N <br />SHEATHING REQUIREMENTS BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH <br />ON SHEET ST-1. END. <br />TRUSS OR RAFTER TO BOND FOR MISLOCATION 1, <X<1Y" d — <br />3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />IV <br />BEAM W/ META12 OR W �r I AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 1Od x 1'/z" W (1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 MIN 1%2 EXPOSURE 1 PLYWOOD RIM @RAISED FOR MISLOCATION 11�" <X <br />OR HTA16-18 IS IMPROPERLY Ill <br />HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST o <br />INSTALLED, ATTACH TRUSS Q DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE g <br />t (1) #4 OR #5 BAR AT CORNERS <br />TO BOND BEAM W/ HTSM20 VERTICALS, ATTACH TO TRUSSES AND N WITH MIN. 25" LAP <br />• OR HTWM20) BLOCKING W/ 10d @ 3" O.C. Z <br />PROPERLY WIND LOAD RATED SOFFIT V I I I <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />% HBARRIER BY IX ° 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 AND <br />OR SDWC15600 NON -PT LUMBER BY OTHERS PROPERLY WIND LOAD RATED _ I TRUSS OR RAFTER TO BOND BEAM W/ <br />o vo <br />UNO ON PLAN SOFFIT MATERIAL (1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />CONTINUOUS @ PERIMETER. CMU BOND I 1Yz" IN TRUSS (NOTE: IF META12 OR 8" CMU BOND BEAM <br />VERT. REINFORCING T SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w #5 BAR CONT <br />HAVE 10" STANDARD AND CLADDING DESIGN CONTINUOUS <br />HOOK INTO BOND BEAM i PRESSURES ON SHEET ST-1. i ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING <br />HTSM20 OR HTWM20) <br />• EVERY OTHER STUD TO TOP PLATE I (1) COURSE CMU BOND I MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM <br />W/ SP2 OR SPT24 OR SDWC15600 - I 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 />'/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 />1/2' WEDGE BOLT W/ MIN 4'/z" EMBED W/ <br />WASHER @ MAX 48" O.C. <br />\\ <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 />a <br />J <br />LO <br />N <br />z <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 />113 <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 (LINO). 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 />OR 11/4' <br />PER MANUF. <br />3' <br />5" <br />11/2 <br />31/„ <br />3 �S --- <br />--5—_ <br />115/ 6 <br />3 3/4 " <br />3 :�4,: <br />6„ <br />— 2 %q 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 %6' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />—� 1x- PER MANUFACTURER'S DETAILS <br />L, DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED Y:') <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 DOORIWINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />ti <br />Nr <br />I` <br />'Z <br />vJ <br />U) <br />W <br />U) <br />m <br />W <br />W <br />z <br />Z <br />W <br />0 <br />LL <br />O <br />I- <br />a <br />O <br />Q <br />Q.' <br />O <br />J <br />LL <br />Q <br />U <br />z <br />(D <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />x <br />W <br />CI <br />x <br />00 <br />0 <br />Uj <br />O <br />W <br />U) <br />_o <br />F- <br />F- <br />LL <br />Q <br />W <br />0 <br />.J <br />O <br />z <br />TZ <br />W <br />I-- <br />x <br />Ill <br />1L <br />Q <br />APEX <br />,0�^.�*" <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />w <br />LU <br />U) <br />(n <br />W <br />ow <br />J <br />Q <br />U) <br />d,> <br />w <br />E <br />0 <br />U <br />IM <br />a) <br />LU X <br />ti <br />x <br />z <br />O <br />0 <br />W <br />H <br />Z <br />Abbott Park <br />a <br />LOT 047-03-A W <br />J <br />Q <br />U <br />W <br />PROJECT NO: <br />2019.007597 z <br />DRAWN. <br />JMM LLLI <br />CHKD, L- <br />EAF O <br />LO <br />0 <br />W <br />` U <br />• No 51 6 W <br />• <br />U) <br />Z_ <br />'.� STATE OF .' 4/ <br />10-16-�1019 O <br />z <br />REVISIONS: <br />i <br />i No. Description Date <br />cn <br />Q <br />W <br />H <br />O <br />ST=5 z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />