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J-_- <br />)ocuSign Envelope ID: AD473B36-AB4B-444A-8CA6 92r J8i., EEF. <br />TRUSS TO T(;P PI. , I <br />MOI� <br />W/ H2.5T OR R T i A <br />RETWE[ r, <br />OR SDWCI5E(.1 <br />NON <br />UNO ON PLAN <br />1L <br />HC ;K Ir. <br />• EVERY OTHER S i UL <br />TU TOP PLC- <br />W/ SP2 OR SPT24 OR <br />SDWC1560 <br />MAX 32" O C <br />• EVERY KING STUD TO <br />TOP PLAT;. <br />W/ SP2 OR SPT24' OR <br />SDWI_: 1',60 <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 1'/2" <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 (COMA HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE A.ND =1V0 STOR, AP' - <br />• EVERY OTHER STUD TO BOTTUr.1 <br />W/ SP1 OR SPT22 OR SDWC1545, <br />• EVERY KING STUD TO BOTTOM I , <br />W/ SP1 OR SPT22 OR SDVVC15471 <br />2x-NO. SPF OR BETTER (9 MAX 1i5 <br />BOTTOM PLT ANCH R <br />Y2" THREADED ROi -NCHOR Mir,; <br />EMBED W/ NUT & SHER IN SiPAF <br />ACRYLIC -TIE ,)R L 1ALEN" <br />ADHESIVE C it, x C <br />'/2" WEDGE B,- M'^a-. I MI-:. <br />WASHER na P'�",,X -. <br />a � i <br />F <br />LATE ANCHOR NOTES <br />L PLATE SHALL HAVE A MIN <br />TTOM PLATE ANCHORS <br />NCHORS WITHIN 12" OF EACH <br />EGMENT (BUTT JOINTS( <br />INTERIOR LOAD BEARING WALL <br />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />- I VERTICAL WALL REINFORCING <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />PROVIDE DOWELS TO MATCH <br />! I VERTICAL WALL <br />REINFORCING W/ MIN 25" LAP <br />(IF DOWEL IS OMITTED OR <br />' I IMPROPERLY INSTALLED, <br />DRILL AND EPDXY DOWEL OF <br />EQUAL SIZE W/ MIN. 6" <br />I I EMBEDMENT IN MONOLITHIC, <br />- 12" EMBEDMENT IN <br />MASONRY) <br />\ I. <br />X�\ <br />>/ /y, \X <br />% <br />X TERIOR WALL <br />TYPICAL WALL SECTION AT FO A ON <br />(THIS SECTION IS TYPICAL FOR ONE AND VVC' STOR T APPI <br />MOISTL <br />BARRIE <br />OTHER <br />(1) COL <br />CMU BI <br />BEAM <br />CONTfi <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 1V12' 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'/z" 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 MAS <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />7 <br />I <br />w <br />L_ <br />I I i I MIN ' Lr;L <br />iI <br />"� -- 95 Ci�NT <br />-5 ttiili uQND BEAM, <br />BOND BEAM REINFORCING <br />AT {,ORNERS _ <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 />, ;c: <br />r7, �A.' AIA <br />! <br />— _ _ _ <br />0 <br />O� <br />' <br />U <br />APEX <br />O <br />ONO <br />_r_ <br />0 <br />0 <br />\' <br />0 <br />e <br />N <br />LL <br />+� <br />tds <br />-_-_ <br />J <br />6 <br />I� <br />true design studios <br />�- POURED CELL w #5 BAR CONT. <br />Z <br />O <br />U <br />FROM BEAM TO FOOTING <br />9000 REGENCY SQUARE BLVD. <br />STEP DOWN TIE -BEAM <br />SUITE 100, JACKSONVILLE, FL 32211 <br />o <br />O <br />w <br />I- <br />::D011019ON <br />N <br />J <br />i & r <br />w <br />1 N ;:CRE1A/ DIST. FROP,^ COOR JAMB MIN. SCREW Q <br />B1_C'f'-: I ENGTH N!NDOW TO BLOCK LENGTH <br />PER fb1A.NUF 3" 5" 0 <br />r- - -- — - --- 1-- - -- 0 <br />- - - , ;_ II� 3 /6 ! 6„ U <br />1 ) --- - - - -- -- I- -i-L- - -- Z <br />-- TITEN OP. _"APC'_)NS SCRE%NG SEE TABLE w <br />ABOVEFOR !_ENGTH � <br />I / (2) RO1,NS . ' DIA. r 30" O.C. STAGGERED 00 <br />(2) ROWS /I,' DIA. 24" O C. STAGGERED 0 <br />iAr1F!.irC'dviiJGOb"JATTACH TO � <br />iF, -_rURER'S DETAILS <br />U-) <br />>= <br />I � <br />--, - a r <br />I r �•,! DISTANCE E FFROM.FLOC C TO DOOR b U) <br />Z <br />I I I JA411Of •fd!P;D:iW SEFTABLE U) V! LLJ <br />' i I ABO E SHIM t51 . NEEDED TOVj <br />PUJi ?B JAMB ^(1' NOT EXCEED Y4') w Q <br />J J <br />r - --- Z 1x PTNAILER 7 <br />Uj <br />BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY LLJ O <br />_- - 1 1 1xOR',yh' OSB MATERIAL MAY ATTACH TO WALL � <br />_. ,--- DRYWALL w Q <br />Uj <br />•_ _'' _ , !�_ 8„ CMU WALLz <br />< O <br />DOORMINDOW JAMB TO BLOCK z <br />w p <br />' .- 7 P r'i OPENINGS. 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