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DocuSign Envelope ID: OF582DE1-AA77-44DF-848E-8E536E59FCOE <br />r <br />TRUSS TO TOP PLATE, <br />MOISTURE BARRIER— J <br />UNO: <br />BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT <br />NON -PT LUMBER BY OTHERS <br />W/ H8 OR H10 <br />• TRUSS LENGTH </ 10 FT <br />VERT. REINFORCING TO —/ <br />W/ H2.5T OR RT7AT OR <br />HAVE 10" STANDARD <br />SOWC15600 <br />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 />ON SHEET STA <br />TRUSS OR RAFTER TO BOND <br />BEAM W/ META12 OR HTA16-18 <br />W/ MIN (7) 10d x 1 Y " 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 />• - <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 />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 />Y2" WEDGE BOLT W/ MIN 4'/2" 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 />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 />i\xX <br />�x�/��� <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) 10d 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 />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN <br />FOR MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />CONT. <br />Q. - v <br />gD (1) #4 OR #5 BAR AT CORNERS <br />N WITH MIN. 25" LAP <br />z <br />#5 CONT. <br />d <br />D <br />v <br />v <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <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 />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 />OR 1%4' <br />PER MANUF. <br />3" <br />5" <br />11/' <br />3 �4" <br />37 6 <br />5„ <br />111116 <br />33/4, <br />3 3/4LLL <br />6„ <br />2 %4" <br />33/4" <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />Q <br />U <br />O <br />O <br />CV <br />cr <br />0 <br />APEX <br />0 <br />N <br />a) <br />i <br />C2 <br />M <br />tV <br />M <br />~ <br />J <br />LL <br />tds <br />C, <br />J <br />J <br />true design studios <br />z <br />O <br />U) <br />U <br />9000 REGENCY SQUARE BLVD. <br />a) <br />C; <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />o <br />O <br />0 <br />N <br />W <br />11HOMON' <br />J <br />00 <br />W <br />Q <br />U <br />U <br />z <br />W <br />W <br />w <br />This item has been electronically O <br />O signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />Printed copies of this document are <br />d not considered signed and sealed <br />nd the signature must be verified <br />LO <br />rl— >Mby a 3rd Party Certificate Authority <br />O�n any electronic copy W <br />z W <br />W LL W W —�/ <br />z J z W <br />LU O c) <br />F— <br />W Q <br />W <br />0 >O <br />w W o <br />0 0 J W W <br />W W <br />O <br />LLB. X <br />z aO z <br />I-_ O <br />Q 0 <br />X W <br />O <br />a z <br />IX X <br />O a <br />U U_ <br />Q W <br />Abbott Park Q <br />O U <br />W LOT 017-03-1 C 0 <br /><t W <br />z z <br />0 <br />O PROJECT NO: W <br />-1 2021.014967 0 <br />O LI_ <br />z O <br />DRAWN: ---- -- -- <br />U ASH o <br />W CHKD: LO <br />VA X <br />W W <br />U <br />Q`����r�rrur�i CA <br />-� -(IN LAPV, , CO <br />co Z <br />0 No 85166 <br />W . <br />z DocuSigned by: Q <br />: STATE OF •�z <br />W 0 •, <br />3F4671 DP�D,F�.. <br />��i Fri • •. 0 R 0 • • �� ��� z <br />z '����is..O N A ' ``% S <br />cn 11111 Q <br />0 12-29-2021 0 <br />I= W <br />U Cn <br />REVISIONS: <br />No. Description Date W <br />J <br />>- U <br />O I— <br />z z <br />= O <br />U 0 <br />W <br />H <br />X <br />W ST=5 <br />a_ <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />