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)ocuSign Envelope ID: FC92AECD-24F5-4BB9-BDF9-':341ECEBBAC_ <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />SHEATHING REQUIREMENTS <br />ON SHEET ST-1. <br />TRUSS TO TOP FLAT f MOIS is i <br />W/ H2.5T OR RT-AT BETVvE_ 1 % <br />OR SDWC15600 NON-P <br />UNO ON PLAN <br />HAVE _ <br />HOOK IN; <br />• EVERY OTHER STUD TO TOP PLAT[ <br />W/ SP2 OR SPT24 OR SDWC 1 `%,300 <br />MAX 32'.00 <br />• EVERY KING STUD TO TOP Pt �.TE <br />W/ SP2 OR SPT'-' OR '-;DWC'• 5- -00 <br />WALL SECTION AT ROOF (COM1'f1( N , ]EEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND T'.NO ��,,ORY : PPLIC <br />• EVERY OTHER STUD TO BOTTOM P, _ <br />W/ SP1 OR SPT22 OR SDWC 1 `­ 50 <br />• EVERY KING STUD TO LOTTi ,M PLF- <br />W/SP1 OR SPT21e_OR SDWCI- '.50 <br />2x_ NO. SPF OR BETTER ;- M"x, C-- <br />BOTTOM PLT ANCHOR <br />%" THREADED POD AN I iOP f,1IN <br />EMBED W/ NU7 WAS R IN ,_q <br />ACRYLIC -TIE Oz1 COUI RCN? <br />ADHESIVE @ M ,X 48 <br />,F <br />WEDGE BOL t 1 '; EMBL <br />WASHER @ MAX _ i <br />7 0 <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 EAi:;H <br />END OF SEGMENT (BUTT JOINTS) <br />INTERIOR LOAD BEARING WALL <br />ZAFTER TO BOND <br />_TA12 OR <br />/ MIN (7) 10d x 11/2" <br />IOTE: IF META12 <br />8 IS IMPROPERLY <br />ATTACH TRUSS <br />_AM W/ HTSM20 <br />VIND LOAD RATED <br />_RIAL <br />3 @ PERIMETER. <br />:COMPONENT <br />VG DESIGN <br />ON SHEET ST-1. <br />�,MUBOND <br />CONTINUOUS <br />I <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 />\ I a <br />i <br />\\\\ <br />r \\, \\/\ <br />\,\\\\i <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOB;! V ION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLC <br />MOIST( <br />BARRIE <br />OTHER <br />(1) cot <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 1%2" 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 />WALL SECTION AT ROOF ( RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <br />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN I <br />FOR MISLOCATIO <br />INSTALL NEW MA£ <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />a <br />J <br />z <br />x <br />c, <br />F "rvl <br />BOND BEAM RPNFORCIR.IG <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 2r. 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 />Ii <br />II V <br />O <br />jIPL;;x <br />100tll <br />C) <br />0) <br />a) <br />a <br />M <br />J <br />-:--f <br />ILL <br />W <br />tds <br />- <br />J <br />J <br />Z <br />trots design studios <br />� <br />POURED CELL w#5 BAR CONT. <br />O <br />FROM BEAM TO FOOTING <br />Y <br />9000 REGENCY SQUARE BLVD. <br />STEP DOWN TIE -BEAM <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O_i <br />O <br />O <br />� <br />W <br />to <br />� <br />♦_ <br />01HOMON' <br />to <br />> <br />J <br />C0 'Irlw", <br />WRIM <br />~ v E "i! S!'PE I ••^, ST FROM DOOR JAMB MIN. SCREW <br />l l t E_ENG:,T\i- I, !`14IN'JO`aTOBLOCK LENGTH Q rs <br />PFR k"AN iF if 3° <br />/16 y �- <br />j I v s; III 33/4 <br />Z <br />W <br />--- TITEN OR TAPCONS SCREWS SEE TABLE W <br />i <br />" ABOVE FOR i_Ei'JGTH <br />RO..' '/,' CIA 30" O C. STAGGERED O <br />r :2! 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Q z ..y; •y <br />�+ �C • DocuSigned by: 7S •-' <br />OUj - •x'-' <br />z <br />U) <br />hLA <br />F— W <br />U REVISIONS: <br />Q No. Description Date ~ <br />W <br />W J <br />a <br />oI- <br />0 z <br />O <br />m This it h 0 <br />e as been U <br />electronically signed and W <br />sealed by Justin IV Lanier �- <br />PE on the date and/or time X <br />stamp shown using a digital. W <br />ST=5 <br />signature. o- <br />r METAL CONNECTOR ENGINEERING <br />