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)ocu51 1 Env6lOpe ID: 80F120FA-2DA7-4810-B30E-7F..,b4F<. I :DD <br />i <br />i <br />A <br />—TRUSS TO TOP I'! ATE. MOIS ! URE <br />W/ H2.5T OR RT - BETWI EN <br />OR SDWC15600 NON -FAT Lt <br />UNO ON PLAN <br />VERT N <br />HAVE ' S' <br />HOOK i'4 1 C <br />• EVERY OTHER STUD `O TOP P! TE <br />W/ SP2 OR SP . 4 OF �DWC15F� <br />MAX 32" 0 C. <br />• EVERY KINGSUD 1 _)P Pb, <br />W/ SP2 OR SP1 ,A Oh '�I )WC15f <br />m <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 1Y2' <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 (COM K H F: E L CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AN, ' WC� CRY F <br />• EVERY OTHER ''TUL. ) BOTT( 1 PL, <br />W/ SP1 OR SP' :'2 OF ,L)WC154' <br />• EVERY KING S r UD i' !iOTTOM AT[ <br />W/ SP1 OR SP � �2 Oft ;I )WC154' <br />2x_ NO. SPF OR RETTL! T�MAXI, O.0 <br />BOTTOM PLT AN dOF <br />Y2" THREADED F D Ar. )R W/ r, 4" <br />EMBED W/ NUT °JA' IN SIM� )N <br />ACRYLIC -TIE OF ! DUI L:NT <br />ADHESIVE @ M, 48' <br />Y2" WEDGE BOLA 'J/ M.'. )' EMI'�I W/ <br />WASHER @ MA,, 8" ( <br />V , <br />I - / ice / <br />BOTTOM PLATE ANCHOR NOTES <br />'EACH SILL PLATE SHALL HAVE MIN <br />OF (2) BOTTOM PLATE ANCHOW <br />INSTALL ANCHORS WITHIN 12'' :,� EA I <br />END OF SEGMENT (BUTT JOIN' <br />INTERIOR LOAD BEARING WALL <br />XTERIOR WALL <br />TYPICAL WALL SECTION AT FOU1 -)A ON <br />(THIS SECTION IS TYPICAL FOR ONE AND 1-WO' : ORY APPI. IC <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 />MOISTt <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 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 %." 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 MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN ( <br />FOR MISLOCATIOI <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />j i #5 CON! <br />71 j <br />< j <br />J I' <br />(1) #4 Gi: #5 BAR aT CCRNFF< <br />N I WI ! H MIN ;%5" LAN <br />z , <br />2 / #5 CONT <br />_8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />Al- 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— 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"4/ <br />AMA\ <br />O <br />O <br />APEX <br />N <br />co <br />O <br />O <br />i <br />N <br />N <br />co <br />J <br />LL <br />_j tds <br />uf <br />> true design studios <br />Z <br />— POURED CELL w #5 BAR CONT. O <br />FROM BEAM TO FOOTING Y <br />9000 REGENCY SQUARE BLVD. <br />STEP DOWN TIE -BEAM < SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />T_ <br />DIHOMDN' <br />7,:',T, FROM DOUR .JAMIF, MIN. SCREW DIST FROM DOOR JAMB MIN. SCREW Q <br />,I ".,',INDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH <br />tq' PER MANUF. 3" 5" <br />11y 3/4" _ 3 �6 5„ } <br />II 11.5� 3 3/4 3 3/„ 6„ V <br />I <br />W <br />2 3 /4, <br />TITEN OR TAPCONS SCREWS SEE TABLE W <br />\ ABOVE FOR LENGTH: w <br />• (2) ROWS W DIA. @ 30" O.C. STAGGERED 0 <br />• (2) ROWS 3/16" DIA. @ 24" O.C. STAGGERED O <br />-- DOOR JAMB OR WINDOW ATTACH TO <br />\ 1x-PER MANUFACTURER'S DETAILS d <br />Lo \ <br />r ti <br />Lr DISTANCE FROM BLOCK TO DOOR Z Q <br />JAMB OR WINDOW, SEE TABLE U) W <br />ABOVE (SHIM AS NEEDED TO (0 <br />I PLUMB JAMB, DO NOT EXCEED Y,") w <br />1x_ PT NAILER z Z W <br />BUILT_ T" O v, <br />UP 2;<. ATTACHED TO MASONRY, � ,)PLY � <br />1 x_ OR � OSB MATERIAL MAY ATTACH TO WALL Ix <br />uj <br />! — - DRYWALL W <br />8" JMU WALL Z `O <br />III! TYPICAL DOORMINDOW JAMB TO BLOCK z L <br />YF'!' ,, t- FOR ALL VASONi:Y OPENINGS, UNO) W � W <br />' - ---- ..---- Q J W <br />0 W W <br />j <br />zL.1.. <br />tl..''L <br />O <br />F- <br />9 <br />O <br />U <br />Q <br />Abbott Park <br />O <br />J <br />U- <br />Q <br />LOT 015-02 <br />U <br />Z <br />Q <br />� <br />O PROJECT NO <br />2020.005372 <br />DRAWN: - <br />U DO <br />CHKD: <br />EAF <br />X <br />w <br />a <br />Q <br />Q <br />ENS '•9 �i <br />m �� • �,\ F • �i <br />0 <br />.�� <br />01.0 <br />NO1d9nW BOiged•••; <br />k�y*ZO E OF <br />W �11''-s�� <br />iNA)I�%% <br />5... <br />O 07-02-2020 <br />I- <br />U REVISIONS: <br />Q No. Description Date <br />cn - <br />O <br />O <br />Z - -- <br />2 <br />U <br />W <br />H <br />X ST=5 <br />W <br />a_ <br />13- <br />CMUIMETAL CONNECTOR ENGINEERING <br />