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:)ocuSign Envelope ID. 2E7D828C-2E90-441F-BAA6-5C620B3CCED4 <br />`—TRUSS TO TOP PLAI E <br />W/ H2.5T OR RT7AT <br />OR SDWC15600 <br />LINO ON PLAN <br />MOISTURE k,. l <br />BETWEE N M <br />NON -PT I t-Ih <br />VERT RI IN1 <br />HAVE 1 C S i <br />HOOK INTO i <br />• EVERY OTHER STUD 10 TOP Pl. - ' L <br />W/ SP2 OR SPT24 OR SDWC 156G <br />MAX 32'. O.0 <br />• EVERY KING STUD TO TOP PLAT <br />W/ SP2 OR SPT24 OR tiDWC 1560 <br />ANI <br />`I! <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 110d x 1'/V <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 />(1) COURSE CMU BOND <br />BEAM W/ #5 CONTINUOUS <br />WALL SECTION AT ROOF (COMMI HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APP[. <br />• EVERY OTHER STUD TO BOTTOM 11 <br />W/ SP1 OR SPT22 OR SDWC1545 <br />• EVERY KING STUD TO BOTTOM I l <br />W/ SP1 OR SPT 22 OR SDWC 1 54_ I 8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />--i I VERTICAL WALL REINFORCING <br />2x_ NO. SPF OR BE ' FE P :cv MAX It, I I PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />BOTTOM PLT ANCI IOR z <br />1/i' THREADED ROD AN( F,L)R W/ MIN PROVIDE DOWELS TO MATCH <br />EMBED W/ NUT & WASH[ R IN SIMP':()N I I VERTICAL WALL <br />ACRYLIC -TIE OR EoUIV:,I ENT Z REINFORCING W/ MIN 25" LAP <br />ADHESIVE @ MAX 48" o c: (IF DOWEL IS OMITTED OR <br />OR IMPROPERLY INSTALLED, <br />DRILL AND EPDXY DOWEL OF <br />1/V WEDGE BOLT W; MIN 4' " EMBE D V\ EQUAL SIZE W/ MIN. 6" <br />WASHER @ MAX 48 0 I I EMBEDMENT IN MONOLITHIC, <br />1 <br />12" EMBEDMENT IN <br />41 <br />MASONRY) <br />17 <br />F <br />ATE ANCHOR NOTES PLATE SHALL HAVE A MINTOM PLATE ANCHORSINSTALLGMEINSTALL ONTS(BUITT JOINTS)THIN 12" <br />EACI I <br />INTERIOR LOAD BEARING WALL EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOLADA. !-ION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPI ICA-i <br />MOISTI <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 19/32' 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 />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 />1%" 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 i <br />TO TRUSS W/ MIN I <br />FOR MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />d <br />Q <br />J <br />to <br />N <br />z <br />-- #5 CONT. <br />( I) #4 OR #E: BAR A'( C0RNL+:,i <br />WITH MIN 25" LAP <br />-- #5 CONI' <br />�r <br />C Mu <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 />(1)#f <br />AFW\ <br />O <br />N O <br />LO <br />e- APEX <br />00 <br />O N <br />O <br />t �? <br />N <br />co <br />J � <br />U_ <br />W <br />tds <br />J � <br />true design studios W <br />Z <br />— POURED CELL w#5 BAR CONT. O <br />FROM BEAM TO FOOTING <br />Y 9000 REGENCY SQUARE BLVD. <br />STEP DOWN TIE -BEAM < SUITE 100, JACKSONVILLE, FL 32211 0 <br />O <br />CD <br />� to <br />W = <br />co 11HOMN' <br />J a d sr <br />m <br />W <br />< <br />a,7 F R,_`:... C:OOR .1AMB <br />MIN. SCREW <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />NINDUV_TO BLOCK <br />LENGTH <br />! WINDOW TO BLOCK <br />LENGTH <br />OR 1'%4" <br />PER MANUF <br />3" <br />5" <br />('1 <br />1 � 4 <br />A4" <br />s 7/16 <br />5„ <br />.fl <br />- - .._.. ---- - -- <br />-- --- <br />----- <br />>_ <br />tv <br />., <br />•I v, <br />3 3/4, <br />3 3�" <br />6„ <br />U <br />-- - - --- <br />14 — _ <br />33/4 <br />z <br />W <br />TITEN OR "IArCONS SCREWS SEE TABLE <br />W <br />i <br />ABOVE FOR LENGTH. <br />W <br />• (2) ROWS W DIA. r@ 30" O.C. STAGGERED <br />� <br />• (2.) ROWS %," DIA, (r 24" O C STAGGERED <br />O <br />DOOR JAMB OR WINDOW ATTACH TO <br />I <br />Ix-PERMANUFACTURER'S DETAILS <br />d <br />U-) <br />---- O U) <br />I -- DISTANCE FROM BLOCK. TO DOOR Z <br />JAMB OR WINDOW, SEE TABLE U) Lij <br />( ABOVE (SHIM AS NEEDED TO U)W <br />�\ PLUMB JAMB, DO NOT EXCEED W) W <br />- 1r, PT NAILER ` w <br />- Z % U) <br />BUILT UP 2x_ A T TACHED TO MASONRY, (1) PLY O <br />I x_ OR �6" OSB MATERIAL MAY ATTACH TO WALL m <br />DRYWALL ilj <br />W Q <br />--t - �!'� 8" CMU WALL z < O <br />TYPICAL DOORM/INDOW JAMB TO BLOCK z M > g <br />w W w <br />i-TYPICAL FOP t" LL MASONRY OPENINGS. 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