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locuSign Envelope ID: OOCCED92-FD8241DF-BBOB-9A1B2DCB5D17 <br />TRUSS TO TOP PLATE, MOISTURE BARRIER--/ <br />UNO: BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS <br />W/ H8 OR H10 <br />• TRUSS LENGTH </ 10 FT VERT. REINFORCING TO --/ <br />W/ H2.5T OR RT7AT OR HAVE 10" STANDARD <br />SDWC15600 HOOK INTO BOND BEAM <br />• EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />SHEATHING REQUIREMENTS <br />TRUSS OR RAFTER TO BOND <br />BEAM W/ META12 OR HTA16-18 <br />W/ MIN (7) 10d x 1 ti " IN TRUSS <br />(NOTE: IF META12 OR HTA16-18 <br />IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR HTWM20) <br />FASCIA (SEE <br />ARCHITECTURAL) <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 (COMMON HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />• EVERY OTHER STUD TO BOTTOM PLATE <br />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 />Y2" 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'/2' EMBED W/ <br />WASHER @ MAX 48" O.C. <br />II <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 />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 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 />TYf <br />ROOF -TO' <br />CONNEC <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 1V32' 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 />FASCIA (SEE ARCHITECTURAL) <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) 1 Od x 1 <br />IN TRUSS (NOTE: IF META12 OR HTA16-18 <br />IS IMPROPERLY INSTALLED, ATTACH <br />TRUSS TO BOND BEAM W/ HTSM20 OR <br />HTWM20) <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 />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 />U <br />6 <br />N <br />0 <br />N <br />(CORNERS <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <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)1 Od 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 />STEP DOWN TIE -BEAM <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 />3/4" OR 11/4' <br />PER MANUF. <br />3" <br />5" <br />11/2 <br />3/4 <br />37 6 <br />5„ <br />115/ fi <br />3 3/4" <br />3 3/4" <br />6„ <br />2 %4, <br />33/4" <br />TYPICAL DOORAMNDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />E <br />O <br />U <br />O <br />O <br />APEX <br />' <br />p <br />CID <br />O <br />O <br />I <br />N <br />Q <br />ca <br />N <br />co <br />`. <br />J <br />LL <br />w <br />tds <br />C, <br />s <br />J <br />true design studios <br />N <br />O <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />c <br />o <br />O <br />O <br />to <br />w <br />H <br />041H09ON' <br />m <br />w <br />Q <br />0 <br />U <br />Z <br />W <br />0 <br />W <br />Of <br />O <br />O <br />O <br />O <br />I` <br />LO <br />u7 <br />I` <br />O Q U) <br />Z l <br />co <br />W J i�� <br />Z <br />U) Z W <br />m <br />Uj O U) <br />w <br />w Q <br />Q O <br />z <br />0 > Q <br />Z m w 0 <br />w LUqcz <br />O X <br />`- <br />LL LL <br />Z a <br />T11- <br />0 Z <br />F- O <br />Q 0 <br />w W <br />O I-_ <br />CL z <br />O a� <br />U LL <br />p W <br />ABBOTT PARK Q <br />O U <br />J U) <br />LL. LOT 012-03 0 <br />w <br />z Z <br />O <br />U) <br />OPROJECT NO. W <br />J 2021.006616 <br />ILL. <br />Z DRAWN: — O <br />U KME o <br />CHKD: L0 <br />MJP <br />X <br />W W <br />a J <br />Q Q <br />U <br />C� <br />EN' 4Z Z <br />W � No 85166 <br />Z <br />—Doe ignedby: <br />O <br />r TC <br />i 4HQF ~ <br />OR N <br />cLli <br />Z �''Sis �0 N Al ��, �`�` Q� <br />O 05-17-2021 p <br />I-= w <br />U Lo <br />REVISIONS: <br />Q No. Description Date W <br />(n J <br />>- U <br />(� U) <br />O F— <br />z z <br />= O <br />U � <br />w <br />H <br />X ST=5 <br />w <br />rl <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />