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DocuSign Envelope ID: 5C51EOE5-24F8-4973-AEC4-091C2884D59C <br />D <br />TYPICAL ROOF DECK <br />0 <br />SHEATHING. SEE TABLE 2: <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />N <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />_ _ _ _ _ _ _ _ <br />— <br />FOR MISLOCATION ti "8 <X<1Y�" <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FASTEN 2x6 NO. 2 SYP SHIM <br />#5 CONT. <br />BEAM W/ META12 OR <br />W v I <br />AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />(1) #5 BAR CONT. I <br />HTA16-18 W/ MIN (7) 10d x 1%" <br />IN TRUSS (NOTE: IF META12 <br />W <br />0 <br />MIN 1V32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1Y�" <X <br />I <br />OR HTA16-18 IS IMPROPERLY <br />wHEEL <br />TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />INSTALLED, ATTACH TRUSS <br />U) <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />• • <br />Q <br />T CORNERS <br />TO BOND BEAM W/ HTSM20 <br />VERTICALS, ATTACH TO TRUSSES AND <br />c�.r ° <br />WITH MIN 25' LAP <br />'� <br />' OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />Z <br />�• <br />FASCIA (SEE ARCHITECTURAL) <br />#5 CONT. <br />wol <br />PROPERLY WIND LOAD RATED SOFFIT <br />II <br />I <br />TRUSS TO TOP PLATE <br />FASCIA (SEE <br />MOISTURE <br />MATERIAL CONTINUOUS @ PERIMETER. <br />V <br />W/ H2.5T OR RT7AT <br />ARCHITECTURAL) <br />BARRIER BY I' <br />SEE DESIGN CRITERIA AND LOADS: C&C <br />° <br />OR SDWC15600, LINO MOISTURE BARRIER <br />C <br />OTHERS <br />DESIGN PRESSURES ON SHEET ST-1. <br />o <br />ON PLAN BETWEEN MASONRY AND <br />I PROPERLY WIND LOAD RATED <br />I <br />TRUSS OR RAFTER TO BOND BEAM W/ <br />o <br />NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />(1) COURSE <br />I <br />META12 OR HTA16-18 W/ MIN (7) 10d x <br />VERT. REINFORCING TO <br />I CONTINUOUS @ PERIMETER. <br />CMU BOND <br />1'h" IN TRUSS (NOTE: IF META12 OR <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />AND CLADDING DESIGN <br />BEAM W/ #5 <br />CONTINUOUS I <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ <br />POURED CELL w #5 BAR CONT. <br />FROM BEAM TO FOOTING <br />HOOK INTO BOND BEAM <br />I <br />_ PRESSURES ON SHEET ST-1. <br />HTSM20 OR HTWM20) <br />j <br />MISLOCATED TRUSS ANCHORS <br />BOND BEAM <br />REINFORCING <br />STEP DOWN TIE -BEAM <br />(1) COURSE CMU BOND <br />I <br />• EVERY HER STUD TO TOP <br />BEAM W/ #5 CONTINUOUS <br />BLOCKING NOT SHOWN FOR CLARITY <br />AT CORNERS <br />W/ SPY OR OR SDWC156 ATE <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />WALL SECTION AT ROOF (COMMON HEEL <br />CONDITION) <br />WALL SECTION AT ROOF (RAISED <br />HEEL CONDITION) <br />ALTERNATE WALL SECTIONS & TYPICAL <br />DETAILS <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />• EVERY OTHER STUD TO BOTTOM <br />PLATE W/ SP1 OR SPT22 OR SDWC15450 <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />2x— NO. SPF OR BETTER @ MAX 16" O.C. <br />BOTTOM PLT ANCHOR <br />'/2' THREADED ROD ANCHOR W/ MIN 4" <br />EMBED W/ NUT & WASHER IN SIMPSON <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 48" O.C. <br />OR <br />W WEDGE BOLT W/ MIN 4'/z' EMBED W/ <br />WASHER @ MAX 48" O.C. <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 EACH <br />END OF SEGMENT (BUTT JOINTS). <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 />I OR ST-2A (IF APPLICABLE) <br />IN <br />0 <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />PROVIDE DOWELS TO MATCH <br />VERTICAL WALL <br />REINFORCING W/ MIN 30" 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 />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 />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />3'OR 1/4" <br />PER MANUF. <br />3" <br />5" <br />1%. <br />3%4' <br />3746 <br />51, <br />115116 <br />33/4" <br />33/"- <br />6„ <br />2 34' Ll <br />33/4" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS'/:' DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS 3/s' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x PER MANUFACTURER'S DETAILS <br />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED W-) <br />1x_ PT NAILER <br />BUILT UP 2x—ATTACHED TO MASONRY, (1) PLY <br />1x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORAMNDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />O <br />04 <br />lIi <br />N <br />00 <br />O <br />O <br />i <br />CV <br />04 <br />M <br />J <br />LL <br />w <br />J <br />J <br />z <br />O <br />U <br />O <br />O <br />w <br />F— <br />Z) <br />U) <br />J <br />m <br />w <br />a <br />Ci <br />co <br />U <br />w <br />(D <br />w <br />O <br />O <br />O <br />O <br />ti <br />z <br />w <br />U) <br />m <br />w <br />w <br />z <br />z <br />LLJ <br />w <br />0 <br />LL <br />O <br />O <br />U <br />¢ <br />❑ <br />O <br />-J <br />LL <br />a <br />U <br />z <br />} <br />C� <br />O <br />J <br />O <br />z <br />U <br />w <br />F_ <br />x <br />w <br />a <br />a <br />0000 <br />W <br />O <br />LU <br />z <br />W <br />Z) <br />O <br />F_ <br />F- <br />U <br />LL <br />¢ <br />C� <br />O <br />_J <br />O <br />z <br />2 <br />U <br />w <br />I- <br />x <br />w <br />a. <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />PVIA <br />O U) <br />Q LLJ <br />ct <br />LL Z Uj <br />O v) <br />V Q <br />O <br />(� LLJ 0 <br />J LLJ <br />W LU <br />LL <br />Thy-s tier>n E'.i�,cCrc;^ic.31;y, <br />;ilt>'; ,. .healed by 3t: ititl, iv! t1i''IEE'?. <br />Pc: cn talc* r.'atF r:dit;r tirr:r:: Starr �, <br />Pr nt(?(j C!` @S of 1:11k, iSLifumi.'lrlt aie <br />nLit. COnS ;if:ff.'.l: �t;rlfd ,and sc'+ ?czdi <br />and the sil;n;:rt-;ra, must be Verified <br />'ly a 3rd Party Certificate Authority <br />On 4rly eiw( rgni(. o"ipy <br />Abbott Park <br />LOT 030-03 <br />PROJECT NO: <br />2021.009226 <br />DRAWN: <br />CD <br />CHKD <br />MJP <br />J-,, IN LAN/, .,�. <br />No 85166 <br />Docusigned by: <br />.. r <br />r • <br />i •. .S 'FILB71OPEF43 '4/ ► <br />QC)) <br />N ALE #111111101 <br />07-29-2021 <br />REVISIONS: <br />No. I Description j Date <br />ST=5 <br />4- <br />C <br />U <br />I` <br />0 <br />w <br />e-- <br />x <br />0 <br />ILLI <br />_z <br />LL <br />LL <br />w <br />U <br />U) <br />w <br />a <br />z <br />0 <br />W <br />w <br />LL <br />O <br />0 <br />O <br />LO <br />W <br />w <br />J <br />U <br />U) <br />W <br />Z_ <br />U) <br />Z <br />w <br />W <br />w <br />2 <br />w <br />¢ <br />U <br />O <br />z <br />O <br />CMUIMETAL CONNECTOR ENGINEERING <br />