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>, DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91 -1 DE; 39E95D55 <br />u� <br />TRUSS TO TOP PLATE <br />W/ H2.5T OR RT-17 <br />OR SDWC15600 UNO MOISTU f f - <br />ON PLAN BETWEE=' <br />NON -PT t "' f <br />VERT. R, iNF <br />HAVE 1C` ST <br />HOOK IN -0 I ,f <br />• EVERY OTHER S-I UD TO TOP <br />W/ SP2 OR SPT24 :,)R SD`✓VC 1- 600 - <br />MAX 32" O C <br />• EVERY KING STUD FO T,_'P PLATF <br />W/ SP2 OR SPT24 OR SD'cvC 1 `)60,_ <br />F <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 (7) 10d x IM/" <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 (CON1"'I( A HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APP� <br />• EVERY OTHER STUD TO BOTTOM <br />PLATE W/ SP1 OR SP722 OR SDV� ' 54' <br />• EVERY KING STUD TO BOTTOM P_ TE <br />W/ SP1 OR SPT22 OR SDWC1545i- <br />2x NO. SIDE OR BETTER @ MAX 16 <br />'/2" THREADED ROD ANCHOR Wl MIN <br />EMBED W/ NUT & WASHER IN SIMPS <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 48" O.0 <br />OR <br />Y2" WEDGE BOLT Wi MIN 4111" EMk;-D <br />WASHER @ MAX 48" O C. <br />®' <br />BOTTOM PLATE ANCHOR NO 1_S <br />'EACH SILL PLATE SHALL HA /E - MIN <br />OF (2) BOTTOM PLATE ANCf !ORS <br />-INSTALL ANCHORS WITHIN 2" OF EACH <br />END OF SEGMENT (BUTT JOINT <br />INTERIOR LOAD BEARING WALL <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 />i 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 />X\'�/� <br />\ <br />�\//\\/\\ <br />%\\%\\%�\��� <br />/xAxAA/��A� <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT F(__ A )A' ION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLIC, <br />MOISTL <br />BARRIE <br />OTHER <br />(1) COL <br />CMU B, <br />BEAM 1 <br />CONTIP <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'/2" IN TRUSS (NOTE: IF META12 OR <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ <br />HTSM20 OR HTWM20) <br />FOR MISLOCATIOI` <br />FASTEN 2x6 NO. 2 S <br />TO TRUSS W/ MIN (1 <br />FOR MISLOCATION <br />INSTALL NEW MAS( <br />STRAP TO INSIDE F <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />CONT. <br />i t <br />€ #4 .,J -- - <br />4 O �i .=t, kiA`r; Ai C(, ,tN'r._RS <br />`� I I_I ! H 1,IN. 25" I'— <br />/ CON- <br />t / - <br />CMU BOND BEAiy1 <br />BOND BLHAM RINFORCINO <br />1 CORNERS <br />WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS_ <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS - <br />GENERAL NOTES APPLICABLE TO ALL.- <br />1 . ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0. 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 />I11 # <br />m <br />> O <br />CD <br />N O <br />O <br />N 0 <br />PE <br />A x C' <br />00 <br />r <br />OOi <br />N <br />cM c <br />J <br />LL <br />W <br />J <br />I <br />\�-- POURED CELL w #5 BAR CONT. O <br />FROM BEAM TO FOOTING 0 <br />Y 9000 REGENCY SQUARE BLVD. <br />STEP DON TIE -BEAM Q SUITE 100, JACKSONVILLE, FL 32211 <br />_0 <br />O <br />O � <br />W�m���o���o����ss <br />F- <br />U) 041HOMN, <br />d \ OC. J <br />DOOR JP,Pl;B <br />�! ' V, IND0V. TO BL�'.CK- <br />MIN, SCREW <br />LENGTH <br />Di SI . FROM DOOR JAMB MIN- SCREW <br />! ,11 D01N TO BLOCK LENGTH <br />1 <br />II/ OR i,4 <br />j PER MANUF. <br />3" 5" <br />Ij 1 XL. <br />f 3„ <br />37�� 5„ <br />pl ' %'16 <br />- <br />� ..3 <br />3/4, <br />---3 <br />4, <br />33/ <br />�- -- TTEN EN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />r • (2) ROWS "%:" DIA. @ 30" O.C. STAGGERED <br />i • (2) RO\Pv'S :% " DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x_ PER MANUFACTURER'S DETAILS <br />l <br />E ? 17 I-- �_ D!STAINCE FROM BLOCK TO DOOR <br />I i4 JAMB OR WINDOW, SEE TABLE <br />( ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED Y.") <br />t <br />-Ix PT NAILER <br />3 I I — <br />i BUIL-i UP 2x-ATTACHED TO MASONRY, (1) PLY <br />i Ix OR'/16' OSB MATERIAL MAY ATTACH TO WALL <br />�---- DRYWALL <br />- I <br />8" CMU WALL <br />) I AL DOORMI N DOW JAMB TO BLOCK <br />SIC / M FORALL MASONRY OPENINGS, UNO) <br />w <br />re <br />C/) <br />U <br />Z 3.1 <br />W <br />0 <br />W <br />O <br />O <br />O <br />O� <br />L0 z <br />ti 0 (/ /�\J <br />O <br />Z W <br />co <br />W <br />Z LL <br />I_ Z LL1 <br />m <br />O C/) <br />ry <br />w <br />w <br />z Q 0 <br />w > o <br />_ -- 00 w w w <br />J � <br />o W W <br />J � X <br />W L <br />Z <br />O O <br />F_ <br />d o <br />Ir w <br />O F- <br />0- z <br />O 0- <br />U LL <br />Abbott Park J <br />O U <br />J t/) <br />LL LOT 003-02-A 0 <br />Q w <br />F- <br />U Q <br />z_ z <br />C7 <br />co <br />Q PROJECT NO: w <br />O 0 <br />O 2020.001721 w <br />z DRAWN: O <br />U KG o <br />I- CFiKD EAF co <br />X <br />w w <br />a � <br />� Q <br />U <br />Q �,��rttrrrxe�� U) <br />—s ,CNN%% 5 C N LAND �,� U) <br />} �� • G•!V • •'4 ��i (',' <br />E <br />m :� ••�� �� • z <br />w d8c&ftiAd•1iy: <br />Z •�- <br />O > .::r' 0 <br />STATE OF .' 4 <br />W o 441 (n <br />i ` <br />Q �,, s'p3�F��1`E�`MN <br />05 0 <br />Z_ <br />-'fS`r0 N A0 -�, %"" <br />p Of <br />02-25-2020 p <br />1-- w <br />U REVISIONS: w <br />IL = <br />Q No. Description Date <br />w <br />co <br />CD uj <br />O <br />O O <br />Z <br />Z <br />z O <br />U 0 <br />W <br />F- <br />X <br />w ST=5 <br />n <br />CMUIMETAL CONNECTOR ENGINEERING <br />II n <br />