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TYPICAL ROOF DECK <br />2 <br />SHEATHING. SEE TABLE 2: <br />9 <br />WOOD STRUCTURAL PANEL <br />MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT <br />M <br />SHEATHING REQUIREMENTS <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @EACH <br />> <br />� <br />ON SHEET ST-1. <br />END. <br />FOR MISLOCATION "<X<l Y�" <br />_ — — — — — — <br />N <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FASTEN 2x6 NO. 2 SYP SHIM <br />BEAM W/ META12 OR <br />w AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />#5 CONT. <br />HTA16-18 W/ MIN (7) 10d x 1 W <br />w <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION IY " <X <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST a <br />INSTALLED, ATTACH TRUSS <br />U) DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />TO BOND BEAM W/ HTSM20 <br />VERTICALS, ATTACH TO TRUSSES AND <br />(1) #4 OR #5 BAR AT CORNERS <br />�• <br />• <br />OR HTWM20) <br />' <br />I, BLOCKING W/ 10d @ 3" O.C. <br />o <br />z <br />WITH MIN. 25" LAP <br />#5 CONT. <br />TRUSS TO TOP PLATE <br />PROPERLY WIND LOAD RATED SOFFIT <br />I i <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />W/ H2.5T OR RT7AT <br />BARRIER BY I> SEE DESIGN CRITERIA AND LOADS: C&C <br />OR SDWC15600, UNO MOISTURE BARRIER <br />cc <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />ON PLAN BETWEEN MASONRY AND <br />I PROPERLY WIND LOAD RATED <br />I TRUSS OR RAFTER TO BOND BEAM W/ <br />o <br />v o v <br />NON -PT LUMBER BY OTHERS <br />NON -PT LUMBER BY OTHER!S <br />SOFFIT MATERIAL <br />(1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />I <br />VERT. REINFORCING TO <br />CONTINUOUS @ PERIMETER. <br />SEE TABLE 1: COMPONENT <br />CMU BOND , <br />1 IN TRUSS (NOTE: IF META12 OR <br />BEAM W/ #5 <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />AND CLADDING DESIGN <br />CONTINUOUS HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL #5 BAR CONT. <br />HOOK INTO BOND BEAM <br />PRESSURES ON SHEET ST-1. <br />\—(I) <br />ATTACH TRUSS TO BOND BEAM W/ <br />w <br />FROM BEAM TO FOOTING <br />I <br />I HTSM20 OR HTWM20) <br />STUD TO TOP PLATE <br />COURSE CMU BOND <br />I <br />MISLOCATED TRUSS ANCHORS BOND <br />BEAM REINFORCING <br />STEP DOWN TIE -BEAM <br />• EVERY OTHER <br />BEAM W/ #5 CONTINUOUS <br />BLOCKING NOT SHOWN FOR CLARITY <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />AT CORNERS <br />MAX 32" O.C. <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 <br />PLATE 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 />%" 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 />'/2' 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 />IWALL SECTION AT ROOF (RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <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 />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 DOORJAMB <br />MIN. SCREW DIST. FROM DOORJAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH / WINDOW TO BLOCK <br />LENGTH <br />34' OR 1%4" <br />PER MANUF. 3" <br />5" <br />11/•Z' <br />3 %4 ' 3 7/I 6 <br />5„ <br />11,16 <br />33/4" 3 3/" <br />6„ <br />2 14, <br />33/4, <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS W DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS 3/fi' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />/r <br />1x_ PER MANUFACTURER'S DETAILS <br />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />o <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED %a') <br />1x_ PT NAILER <br />BUILT UP 2x ATTACHED TO MASONRY, (1) PLY <br />1x_ OR �6 OSB MATERIAL MAY ATTACH TO WALL <br />AF—A <br />DRYWALL <br />I <br />8" CMU WALL <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />L <br />O <br />U <br />O <br />O <br />APES s <br />O <br />O <br />N <br />LO <br />N <br />c <br />O <br />O <br />N <br />Q <br />N <br />co <br />:zz <br />J <br />U- <br />S'2 <br />;r <br />w <br />-j <br />td <br />.J <br />> <br />true design studios <br />> <br />O <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />a) <br />p <br />O <br />o' <br />zi <br />w <br />cr <br />DIR11090NI, <br />N <br />p <br />�- <br />,' . <br />Q � <br />d <br />U <br />U <br />z <br />w <br />0 <br />w <br />ix <br />O <br />O <br />O <br />O <br />ti zu7 <br />rl- <br />0 w <br />Z LLI <br />w <br />W <br />ZLL <br />Z W <br />J 0 w <br />Ix <br />w <br />w <br />W <br />z L) < <br />cD > O Q <br />Z m w W <br />W <br />� J W <br />C) w <br />O w X <br />ILL <br />LL <br />z <br />O z <br />�- O <br />p <br />w <br />a- z <br />O a <br />U w <br />Q — <br />p w <br />Abbott Park J <br />O CQj <br />J � <br />w LOT 002-01-A p <br />Q w <br />U ~ <br />Z_ Z <br />OPROJECT NO: w <br />O 2019.007594 0 <br />Z DRAWN: O <br />U LDG o <br />w O <br />CHKD: LO <br />x EAF co <br />w W <br />a- J <br />Q <br />x ����rrrrrr��� U <br />m �� 5'�.••. ii z <br />w N 8 166 <br />Z *� = < <br />O ' -p <br />r • <br />W <br />S TA O F �/ co <br />1 . •' Z <br />Vx <br />,,�� �0;; A` `,,, < <br />_O 09-1 d-19 p <br />w <br />v REVISIONS: w <br />Q No. Description Date <br />U I w <br />} Q <br />O U <br />O � <br />J � <br />O O <br />Z z <br />= O <br />U p <br />w <br />x ST=5 <br />w <br />a. <br />CMU/METAL CONNECTOR ENGINEERINGa <br />