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)ocuSign Envelope ID: B67BDD2C-EF84-4A8D-9270-E2E89C8E5E1C <br />2 <br />TYPICAL ROOF DECK <br />U <br />SHEATHING. SEE TABLE 2: <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />o <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />> <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />o <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />— — — — — — — <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION ""<X<1 Y�" <br />'ie <br />FASTEN 2x6 NO. 2 SYP SHIM <br />#5 CONT. <br />BEAM W/ META12 OR <br />LU I AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />I <br />HTA16-18 W/ MIN (7) 10d x 1'/Z' <br />W <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />C MIN'%32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1k�" <X <br />I <br />OR HTA16-18 IS IMPROPERLY <br />HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />o_ <br />INSTALLED, ATTACH TRUSS <br />LU DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />• <br />g <br />TO BOND BEAM W! HTSM20 <br />< VERTICALS, ATTACH TO TRUSSES AND <br />' _ <br />• <br />- e <br />(1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />• • <br />N <br />WITH MIN. 25" LAP <br />Ll <br />�� <br />I• <br />•'' <br />Z <br />#5 CONT. <br />— — <br />-TRUSS TO TOP PLATE <br />♦ • PROPERLY WIND LOAD RATED SOFFIT <br />v <br />I I <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />W/ H2.5T OR RT7AT <br />BARRIER BY I ° SEE DESIGN CRITERIA AND LOADS: C&C <br />! <br />D <br />OR SQWC15600, UNOH <br />MOISTURE BARRIER <br />° <br />C <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />! <br />I <br />Ae <br />ON PLAN BETWEEN MASONRY AND <br />_ <br />I PROPERLY WIND LOAD RATED <br />I TRUSS OR RAFTER TO BOND BEAM W/ <br />o <br />0 o v <br />NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />(1) COURSE I META12 OR HTA16-18 W/ MIN (7) 10d x <br />VERT. REINFORCING TO <br />CONTINUOUS @ PERIMETER. <br />CMU BOND , <br />1 /z IN TRUSS NOTE: IF META12 OR <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL w #5 BAR CONT. <br />HOOK INTO BOND BEAM <br />AND CLADDING DESIGN <br />I <br />CONTINUOUS I ATTACH TRUSS TO BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />I PRESSURES ON SHEET ST-1. <br />HTSM20 OR HTWM20) <br />I <br />-- <br />I - (1) COURSE CMU BOND <br />I - <br />MISLOCATED TRUSS ANCHORS <br />BOND <br />BEAM REINFORCING <br />STEP DOWN TIE -BEAM <br />- • EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />BEAM W/ #5 CONTINUOUS <br />BLOCKING NOT SHOWN FOR CLARITY <br />AT CORNERS <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 CONDITION) <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 />'/" 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 />''/2' WEDGE BOLT W/ MIN 4'/z" EMBED W/ <br />WASHER @ MAX 48" O.C. <br />X <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 />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />.V <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 />�\/ <br />WALL SECTION AT ROOF (RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <br />GENERAL NOTES APPLICABLE TO ALL: <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <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 />T 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 />MIN, SCREW <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />I WINDOW TO BLOCK <br />LENGTH <br />I WINDOW TO BLOCK <br />LENGTH <br />OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/y <br />31/4 ` <br />37 6 <br />5„ <br />115/16 <br />33/4' <br />3 :�4„ <br />7 <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS ''/4" DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS 3/r' 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 />0 <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED'/:') <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 DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MAS <br />O <br />U <br />O <br />O <br />} <br />p <br />N <br />APEX <br />O <br />�- <br />0 <br />-� <br />N <br />O <br />N <br />O <br />Q <br />N <br />M <br />J <br />� <br />U_ <br />W <br />tds <br />J <br />J <br />Sj <br />a) <br />true design studios <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />a) <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />U) <br />_O <br />O <br />O <br />W <br />� <br />H <br />U*H0190N <br />a) <br />o <br />>A <br />I A it1#2601-4} <br />�w S <br />w <br />a <br />U) <br />z <br />W <br />(D <br />ILL] <br />O <br />O <br />O <br />O <br />t` zto <br />ti <br />p U) W <br />z �^ 1 I <br />U) V, � <br />w W ry <br />W <br />ZLL <br />0Z w <br />O U) <br />m <br />w <br />w <br />z Q O <br />ONRY OPENINGS, UNO) w 0 <br />o w W Lij <br />V w� <br />O d. w w <br />J %� <br />LL. LL r- <br />z <br />O 0 <br />Q 0 <br />oLLj <br />a_ z <br />w w <br />O a. <br />U LL. <br />w <br />Abbott Park r' <br />O U <br />u- LOT 45-03 0 <br />- _._................... _._.__---_....... _.._- - - ......_ w <br />U Q <br />z Z <br />y- 0 <br />C� U) <br />O PROJECT NO. w <br />JO 2020.004108 <br />DRAWN: <br />U KLH o <br />CHKD. UU')w <br />EAF cn <br />X <br />w Uj <br />J <br />cn <br />Q U <br />m 4�'���'•ENS�q-�'<�'�� Z <br />• �7$ne4 bye <br />z .*` <br />;44/.. <br />W•• <br />STATI`: OF » 4U U)•.•�6e t•1.•• 4437... z <br />f1 C N A1-cn <br />p 06-05-2020 p <br />f= w <br />U REVISIONS: w <br />Q( No. Description Date ~ <br />I...._._.. - ----...- w <br />1 Q <br />O �...1 _ _.. - ..__..._... _ — Z <br />= ...O <br />U <br />w <br />F- <br />X <br />W ST=5 <br />d <br />CMU/METAL CONNECTOR ENGINEERING <br />